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HomeMy WebLinkAbout20190722_Structural Cals-Deck_6-6-2019Ul WILLIAM SIMPSON & ASSOCIATES, INC ~ CONSULTI N G STR U CTURAL ENGINEERS 23 Or chard , Suit e 250 P(949) 206-9929 Lake Forest, CA 92630 F (949) 206-9955 STRUCTURAL CALCULATIONS for Cantilevered Deck Supported by New Caissons Located at 605 Via Lido Saud Newport Beach, CA 92663 Prepared for Mr. and Mrs. Campbell 601 Via Lido Soud Newport Beach, CA 92663 WSA Job # 7355 June 6, 2019 PA2019-142 (E) P LATFORM TO BE REMOVED 3: b I "' ..., :,.: u w 0 u z 0 u :,.: i!: ~ ~ ~ 1 'l L I\ I ....J I I I V lJ RES/DEN( ALIGN FACE OF CONC BM WITH (E) CONC WALL b I b b I b b I 0 10'-3" (±) ~ ~... I F a:::=! o ..._ a. I ,-,, I : .~~-----------f--+-© i------------------------------- .... <( -------------+--''--' I 1: ;,@""-'.! I I : \ \ 1! 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PA2019-142 605 Via Lido Soud, Newport Beach , CA 92663, USA Latitude, Longitude: 33.6105234, -117 .91671880000001 G o gle Date Lido Isle ti, ~ 0 ~q; f ~ ~ ~ !', .... ~ -~ Via 1.. · ' ::,,.~ rJf ,:: 1do c-<11 -~ "0lJd I s: s. Lido Isle Yacht Club Q Des i gn Code Re ference Docum ent R isk Ca t egory 5 /16/2019, 12:52:27 PM ASCE7-10 II Site Class Type V a lue Ss 1.72 S1 0.636 SMS 1.72 S M1 0.953 Sos 1.147 So1 0.636 Type Va lue soc D Fa Fv 1.5 PGA 0 .711 fPGA 1 PGAM 0 .711 TL 8 SsRT 1.72 SsUH 1.92 SsD 3.279 S1RT 0 .636 S1UH 0 .697 S1D 1.111 PGAd 1.203 CRs 0.896 Description MCER ground motion. (for 0 .2 second period) MCER ground moti on. (for 1.0s period) Site-modified spectra l acceleration value Site-modified spectral acceleration value Numeric seismic desi gn value at 0.2 second SA Numeric seismic design value at 1.0 second SA Descri ption Seismic design category Site amplification factor at 0 .2 second Site amplification factor at 1.0 second MCEG peak ground acceleration S ite amplifi cation factor at PGA S ite modified peak ground acceleration Long-period transition period in seconds Probabilistic risk-targeted grournd motion. (0.2 second) D - Sti ff Soil Factored uniform-hazard (2% probabil ity of exceedance in 50 years) spectral acceleration Factored deterministic acceleration value. (0.2 second) Probabilistic risk-targeted ground motion. (1 .0 second) Factored uniform-hazard (2% probabil ity of exceedance in 50 years) spectral acceleration. Factored deterministic acceleration value. (1.0 second) Factored deterministic acceleration val ue. (Peak Ground Accel e ration) Mapped value of t he r isk coefficient at short periods OS HPD v.· 'a lia " ~o 0 :-.0 Map data ©2019 Google 2 PA2019-142 Type CR1 Value 0.913 3 Description Mapped value of the r isk coefficient at a period of 1 s PA2019-142 MCER Response Spectrum 2.0 1 .5 1.0 0.5 0.0 0.0 2.5 5 .0 Period, T (sec) -Sa(g) Design Res ponse Spectrum 1 .5 1 .0 0.5 0.0 0.0 2.5 5 .0 Period, T (sec) -Sa(g) DISCLAIMER 7 .5 7.5 While the information presented on this website is believed to be correct. S EAOC /OSHPD and its sponsors and contribu tors assume no responsibility or liability for its accuracy. The material presented in this web application should not be used or relied upon for any specific application without competent examination and verification of its accuracy, s uitability and applicability by engineers or other licensed professionals. SEAOC / OSHPD do not intend that the use of this information replace the sound judgment of such competent professionals. having experience and knowledge in the field of practice, nor to s ubstitute for the standard of care required of such professionals in interpreting and applying the results of the seismic data provided by this website. Users of th e informati on from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for build ing code approval and interpretation for the building site described by latitude/longitude location in the search results of this webstie. 4 PA2019-142 "UL WILLIAM SIMPSON & ASSOCIATES, INC. Project: ~ CO N S U LT I NG ST RU CT U RA L E N GINEERS 605 Via Lido Soud 23 Orchard, Suite 250 P (949) 206-9929 Newport Beach, CA 92663 La ke Forest, CA 92630 F (949) 206-9955 Loads Analysis Building Code:CBC2016 [ 16131, ASCE 7-10 [ 111 1) Seismic Design Criteria Occupancy Category: II , Standard h = 7 ft Importance factor le = 1 Soil Site Class: D a) Seismic Ground Motion Values Response Spectral Acc. (0 .2 sec) S5 = 1. 72 g Response Spectral Acc.( 1.0 sec) S 1 = 0.636 g S ite Coefficient Fa = 1.0 Site Coefficient F v = 1.5 Max Considered Earthquake Acc. SMs = F a·Ss = 1. 720 Max Considered Earthquake Acc. SM1 = Fv.S 1 = 0 .954 @ 5% Damped Design SDs = 2/3(SM s) = 1.1 4 7 SD1 = 2/3(SM1) = 0 .636 b) Seismic Design Category (SDC) SDC based on S Ds = D SDC based on SD1 = D S 1 = 0 .636 < 0 .75 :. SDC = D c) Design Coefficients And Factors for Se ismic Force -Resisting System: Inverted Pendulum Type Structures 2 2 2 -Response Modification Coef. -Overstrength Factor -Deflection Amplification factor 2). Equivalent lateral force procedure. ASCE 7-10 (12 .8). a) Period Determination Approx Fundamental period , Ta= C1 ( hn l = 0 .086 s C1 = 0.02 Assume Fundamental period, T = T a Use T = 0 .086 s Long-period transition period, TL = 8 s 0 .8 Ts = 0 .8(SD1 / S Ds l = b) Seismic Base Shear V= C 5 W X = 0.75 Cu= 1.40 0.444 s > Ta Cs= S Ds/ (RI ie) = 0 .573 (with S 5 = 1.720g and S 05 = 1:147) I So1 / [ T (RIie) (C .)max = S 01 TL / [ T2(Rlle) I MAX{ 0.044 SDs le; 0.0 3 } (Cs )m in= 0 .8S1 (1J R) V = 0.573 W (LRFD) V = 0.410 W (ASD) I = 3 .695 For T:::; TL J =N/A ForT>TL = 0 .050 = 0.254 ForS1 ~ 0 .69 5 Job: 7355 Sheet: Design: SK Date: 05/23/19 Table 1-1 & Table 11.5-1 Tab le 20-3-1 [ 11 .4) F ig. 22-1 F ig. 22-1 Table 11 .4-1 Ta ble 11.4-2 (11.4-1) (11 .4-2 ) (11.4-4) (11.4-4) [ 11.6) Table 11 .6-1 Table 11.6-2 Table 15.4-2 Fig. 22-1 5 (1 2.8.1.3) (12.8-2) (12.8-3) (1 2.8-4) (15.4-1) (12.8-6 ) v1.02_8/20/1 PA2019-142 Description : William Simpson & Associates , Inc. 23 Orchard Rd , Sui t 250 Lake Forest, CA 92630 6' SLAB CODE REFERENCES Calculations per ACI 318-14, IBC 201 5, ASCE 7-10 Load Combination Set : ASCE 7-10 Material Properties Project nle: Engineer: Project Descr: 6 Cisson Des ign for elevated slab Masoud Jafa n, SE Project ID: WSA# 7355 Printed: 6 JUN 2019, 11:44AM File = P:IPROJECTS\7355 • Stolz\CALCS\7355.ec6 ENERCALC. INC. 1983-2016. Build:6.16.8.31 , Ver:6.16.8.31 fc 112 = 4 .50 ks i d> Ph i Values Flexure: 0.90 fr = fc * 7 .50 \If Dens ity A. LtWt Factor Elast ic Modulus = fy • Main Rebar = E -Ma in Rebar = = = 503.12 psi 150.0 pcf P1 = 1.0 3 ,823.68 ksi Fy -Stirrups 60.0 ks i E -Sti rru ps = Stirrup Bar Size # 2 9 ,000.0 ks i Number of Res isting Legs Per Stirrup = t + D/8 £f8 2l • 60"wx6"h Span=5.0 ft L Cross Section & Reinforcing Details Rectangular Section, Widt h = 60.0 in , He ight = 6.0 in Span #1 Re inforcing .... 4-#5 at 3.0 in from Bottom, from 0.0 to 5.0 ft in th is spa n Span #2 Re inforcin g .... 4-#5 at 3.0 in from Bottom, from 0.0 to 6.0 ft in th is spa n Applied Loads Beam self we i~ht calcu lated and added to loads Load for Span Numbe r 1 Uniform Load : D = 0.040 , L = 0.040 ksf, Tributary Width = 5.0 ft Load for Span Number 2 Uniform Load : D = 0.040 , L = 0.040 ksf, Tributary Width= 5.0 ft DESIGN SUMMARY Maximum Bend ing Stress Ratio = Section used for this span Mu: Applied Mn • Ph i : Allowab le Location of maximum on span Span # where maximum occurs Vertical Rea ctions Load Combination Overa ll MAXimum Overa ll MIN imum +O+H +O+L +H , LL Comb Run ('L) +D+L +H , LL Comb Run (L') +D+L +H , LL Comb Run (LL) +O+Lr+H , LL Comb Run ('L) +O+Lr+H , LL Comb Run (L ') +D+Lr+H , LL Comb Run (LL) 0.797 : 1 Typical Se ction -1 2 .625 k-ft 15 .836 k-ft 0 .000 ft Span #2 Support 1 Support 2 7.815 0.600 5.798 6.398 7.215 7.815 5.798 5.798 5.798 Shear : 0 .750 0 .8250 40.0 ksi ~I!. . .I 29,000.0 ksi 3 60 in 2 + Df0 2f f8 2l + ~ 1 so·wx6"h Span=6.0 II J Service loads entered. Load Fa ctors will lbe applied for calculations. Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflect ion Max Upward Total Deflection Support notation : Far left is #1 Sup port 3 1.127 0.110 0.527 1.12 7 0.110 0.710 0.527 0.527 0.527 Design OK 0 .017 in Ratio= -0 .002 in Rat io= 0 .055 in Ratio= -0.006 in Ratio= 7058 >=36 29839 >=36 21 80 >=24 13090 >=24 PA2019-142 Desc ri pti on : William Simpson & Associates , Inc. 23 Orchard Rd , Su it 250 Lake Forest, CA 92630 TiUe Block Line 6 6' SLAB Vertical Reactions Load Combination Suppo,t 1 Support 2 +D+S+H +0+0.750Lr+0.750L +H , LL Comb Run ( +0+0.750Lr+0.750L +H , LL Com b Run ( +0+0.750Lr+0.750L +H , LL Comb Run ( +D+0.750L +0.750S+H, LL Comb Run (' +D+0.750L +0.750S+H , LL Comb Run (L +0+0.750L +0.750S+H, LL Comb Run (L +0+0.60W+H +0+0.70 E+H +D+0.750Lr+0.750L +0.450W+H , LL Co m +0+0.750Lr+0.750L +0.450W+H , LL Co m +D+0.750Lr+0.750L+0.450W+H , LL Com +0+0.750L +0.750S+0.450W+H , LL Comb +0+0.750L +0.750S+0.450W+H , LL Comb +D+0.750L +0.750S+0.450W+H , LL Comb +0+0.750L +0.750S+0.5250E+H , LL Com +0+0.750L +0.750S+0.5250E+H , LL Com +0+0.750L +0.750S+0.5250E+H , LL Com +0.600+0.60W+0.6 0H +0.600+0.70E+0.60H D Only Lr On ly, LL Comb Run ('L) Lr On ly, LL Com b Run (L ') Lr On ly, LL Comb Run (LL) L Only, LL Comb Run (·L) L Only, LL Comb Run (L •) L Only, LL Comb Run (LL) SOn ly WOnly EOn ly H Only Detailed Shear Information Span Distance Load Combination Number (ft) + 1.20D+ 1.60L +0.50S+ 1.60H , 000 +1.20D+ 1.60L +0.50S+1.60H , 0.02 + 1.20D+ 1.60L +0.50S+1.60H, 0.04 + 1.20D+ 1.60L +0.50S+ 1.60H , 0.06 +1.20D+ 1.60L +0.50S+1.60H , 0.08 +1.20D+1.60L+0.50S+160H. 0.10 +1.20D+ 1.60L+0 .50S+ 1.60H , 0.12 +1.20D+ 1.60L +0.50S+1.60H , 0.14 +1.20D+1.60L +0.50S+ 1 60H , 0.16 +1.20D+ 1.60L+0.5 0S + 1.60H, 0.18 + 1.20D+ 1.60L +O SOS+ 1.60H , 0.20 +1.20D+1.60L +0.50S+ 1 60H , 0.22 +1.20D+1.60 L +0.50S+1.60H , 0.24 + 1.20D+ 1.60L +O SOS+ 1.60H , 0.27 + 1.20D+ 1.60L +0 50S+ 1.60H , 0.29 +1.20D+1.60L +0.50S+ 1.60H , 0.31 + 1.200+ 1.60L +050S + 1.60H , 0.33 + 1.20D+ 1.60L +0.50S+1.60H, 0.35 +1.20D+1 .60L +0.50S+ 1.60H , 0.37 +1.20D+ 1.60L +0.50S+ 1.60H , 0.39 + 1.20D+ 1.60L +0.50S+1.60H, 0.41 +1.20D+ 1.60L+0.50S+ 1.60 H, 0.43 +1.20D+ 1.60L +0.50S+ 1.60H , 0.45 'd ' Vu (in) Actual 3.00 -0.00 3.00 -002 3.00 -004 3.00 -006 3.00 -008 3.00 -0.10 3.00 -0.12 300 -0.14 3.00 -0.16 3.00 -0.19 300 -0.21 3.00 -0.23 3.00 -0.25 3.00 -0.27 3.00 -0.29 3.00 -0.3 1 300 -0.33 3.00 -0.35 3.00 -0.37 3.00 -0.39 300 -0.41 3.00 -0.43 3.00 -0.45 6.248 6.860 7.310 6.248 6.860 7.310 5.798 5.798 6.248 6.860 7.310 6.248 6.860 7.310 6.248 6.860 7.310 3.479 3.479 5.798 0.600 1.417 2.017 (k) Design 000 0.02 0.04 0.06 0.08 0.10 0.12 0.14 0.16 0.19 0.21 0.23 0.25 0.27 0.29 0.31 0.33 0.35 0.37 0.39 0.41 0.43 0.45 Project nle: Engineer: Project Descr: 7 Cisson Des ign for elevated slab Masoud Jafa n, SE Project ID: WSA# 7355 Printed: 6 JUN 2019, 11:44AM File = P:IPROJECTS\7355 • Stolz\CALCS\7355.ec6 ENERCALC. INC. 1983-2016. Build:6.16.8.31 , Ver:6.16.8.31 Support notation : Far left is #1 Suppo,t 3 .5 7 0.977 0.215 0.665 0.977 0.215 0.665 0.527 0.527 0.977 0.215 0.665 0.977 0.215 0.665 0.977 0.215 0.665 0.316 0.316 0.527 0.600 -0.417 0.183 Mu (k-ft) 000 000 0.00 000 000 0.0 1 0.0 1 0.01 0.0 1 0.02 0.02 0.03 0.03 0.04 0.04 0.05 0.05 0.06 0.07 0.08 0.08 0.09 0.10 d·Vu/Mu Ph i'Vc (k) 1.00 19.53 1.00 19.53 1.00 19.53 1.00 19.53 1.00 19.53 100 19.53 1.00 19.53 1.00 19.53 1.00 19.53 1.00 19.53 1.00 19.53 1.00 19.53 1.00 19.53 1.00 19.53 1.00 19.53 1.00 19.53 1.00 19.53 1.00 19.53 1.00 19.53 1.00 19.53 100 19.53 1.00 19.53 1.00 19.53 Commen t Phi'Vs Phi'Vn Spacing (in) (k) (k) Req 'd Suggest Vu < PhiVc/2 Not Reqd 9 19.5 00 00 Vu < PhiVc/2 Not Reqd 9 19.5 00 00 Vu < PhiVc/2 Not Reqd 9 19.5 0.0 0.0 Vu < PhiVc/2 Not Reqd 9 19.5 00 00 Vu < PhiVc/2 Not Reqd 9 19.5 00 00 Vu < PhiVc/2 Not Reqd 9 19.5 00 00 Vu < PhiVc/2 Not Reqd 9 19.5 00 00 Vu< PhNc/2 Not Reqd 9 19.5 0.0 0.0 Vu < PhiVc/2 Not Reqd 9 19.5 00 00 Vu < PhiVc/2 Not Reqd 9 19.5 0.0 0.0 Vu < PhiVc/2 Not Reqd 9 19.5 0.0 0.0 Vu < PhiVc/2 Not Reqd 9 19.5 00 00 Vu < PhiVc/2 Not Reqd 9 19.5 0.0 0.0 Vu < PhiVc/2 Not Reqd 9 19.5 0.0 00 Vu < PhiVc/2 Not Reqd 9 19.5 0.0 0.0 Vu < PhiVc/2 Not Reqd 9 19.5 0.0 0.0 Vu < Ph iVc/2 Not Reqd 9 19.5 0.0 00 Vu < PhiVc/2 Not Reqd 9 19.5 0.0 0.0 Vu < PhiVc/2 Not Reqd 9 19.5 00 00 Vu < PhiVc/2 Not Reqd 9 19 .5 0.0 0.0 Vu < PhiVc/2 Not Reqd 9 19.5 00 00 Vu < PhiVc/2 Not Reqd 9 19.5 00 00 Vu < PhiVc/2 Not Reqd 9 19.5 0.0 0.0 PA2019-142 8 William Simpson & Associates , Inc. Project nle: Cisson Design for elevated slab . WSA#7355 23 Orchard Rd , Su it 250 Engineer: Masoud Jafa n, SE PrQJect ID: Lake Forest, CA 92630 Project Descr: TiUe Block Line 6 Printed: 6 JUN 2019, 11:44AM File = P:IPROJECTS\7355 • Stolz\CALCS\7355.ec6 ENERCALC. INC. 1983-2016. Build:6.16.8.31 , Ver:6.16.8.31 Desc ri pti on : 6' SLAB Detailed Shear Information Span Distance 'd ' Vu (k) Mu d·Vu/Mu Ph i.Ve Commen t Phi-vs Ph i·vn Spac ing (in) Load Combination Number (ft) (in) Actual Design (k-ft) (k) (k) (k) Req'd Suggest + 1.20D+ 1.60L+0.50S+1.60H, 0.47 3.00 -0.47 0.47 0.11 1.00 19.53 Vu < PhiVc/2 Not Reqd 9 19.5 0.0 0.0 + 1.20D+ 1.60L +0.50S+ 1.60H, 0.49 3.00 -0.49 0.49 0.12 1.00 19.53 Vu < PhiVc/2 Not Reqd 9 19.5 0.0 0.0 +1.200+ 1.60L +0.50S+1.60H, 0.51 3.00 -0.52 0.52 0.13 0.98 19.49 Vu < PhiVc/2 Not Reqd 9 19.5 0.0 0.0 +1.200+ 1.60L +0.50S+ 1.60H, 0.53 3.00 -0.54 0.54 0.14 0.94 19.4 0 Vu < PhiVc/2 Not Reqd 9 19.4 0.0 0.0 + 1.20D+ 1.60L +0.50S+ 1.60H, 0.55 3.00 -0.56 0.56 0.15 0.91 19.32 Vu < PhiVc/2 Not Reqd 9 19.3 0.0 0.0 + 1.20D+ 1.60L +0.50S+1.60H , 0.57 3.00 -0.58 0.58 0.16 0.88 19.24 Vu < PhiVc/2 Not Reqd 9 19.2 00 00 +1.20D+ 1.60L +0.50S+ 1.60H, 0.59 3.00 -0.60 0.60 0.18 0.84 19.17 Vu < PhiVc/2 Not Reqd 9 19.2 0.0 0.0 +1.20D+1.60L+0.50S+160H. 0.61 3.00 -0.62 0.62 0.19 0.82 19.11 Vu < PhiVc/2 Not Reqd 9 19.1 00 00 + 1.200+ 1.60L +0.50S+1 .60H , 0.63 3.00 -0.64 0.64 0.20 0.79 19.04 Vu < PhiVc/2 Not Reqd 9 19.0 00 00 +1.20D+ 1.60L +0.50S+ 1 60H . 0.65 3.00 -0.66 0.66 0.22 0.77 18.99 Vu < PhiVc/2 Not Reqd 9 19.0 0.0 0.0 + 1.20D+ 1.60L +0.50S+ 1.60H, 0.67 3.00 -0.68 0.68 0.23 0.74 18.93 Vu < PhiVc/2 Not Reqd 9 18 .9 0.0 0.0 + 1.20D+ 1.60L +0.50S+1.60H , 0.69 300 -0.70 0.70 0.24 0.72 18.88 Vu < PhiVc/2 Not Reqd 9 18.9 00 00 +1.20D+ 1.60L +0.50S+ 1 60H . 0.71 3.00 -0.72 0.72 0.26 0.70 18.83 Vu < PhiVc/2 Not Reqd 9 18.8 0.0 0.0 +1.20D+1.60L+0.50S+160H. 0.73 3.00 -0.74 0.74 0.27 0.68 18.79 Vu < PhiVc/2 Not Reqd 9 18.8 00 00 + 1.200+ 1.60L +0.50S+1.60H , 0.76 300 -0.76 0.76 0.29 0.66 18.75 Vu < PhiVc/2 Not Reqd 9 18.7 00 00 +1.20D+1.60L +0.50S+ 1.60H, 0.78 300 -0.78 0.78 0.30 0.64 18.71 Vu < PhiVc/2 Not Reqd 9 18.7 0.0 0.0 +1.20D+1.60L+0.50S+160H. 0.80 3.00 -0.80 0.80 0.32 0.63 18.67 Vu < PhiVc/2 Not Reqd 9 18.7 00 00 + 1.20D+ 1.60L+0.50S+1.60H. 0.82 3.00 -0 .82 0.82 0.34 0.61 18.63 Vu < PhiVc/2 Not Reqd 9 18.6 0.0 0.0 + 1.20D+1.60L +0.50S+1.60H, 0.84 3.00 -085 0.85 0.35 0.60 18.60 Vu < PhiVc/2 Not Reqd 9 18.6 0.0 0.0 +1.20D+1.60L+0.50S+160H. 0.86 300 -0.87 0.87 0.37 0.58 18.56 Vu < PhiVc/2 Not Reqd 9 18 .6 0.0 0.0 +1.20D+ 1.60L +0.50S+1.60H. 0.88 300 -0.89 0.89 0.39 0.57 18.53 Vu < PhiVc/2 Not Reqd 9 18.5 0.0 0.0 + 1.20D+1.60L +0.50S+1.60H, 0.90 3.00 -0.91 0.91 0.41 0.56 18.50 Vu < PhiVc/2 Not Reqd 9 18.5 0.0 0.0 + 1.200+ 1.60L +0.50S+ 1.60H, 0.92 3.00 -0 .93 0.93 0.43 0.54 18.47 Vu < PhiVc/2 Not Reqd 9 18 .5 0.0 0.0 +1.20D+1.60L+0.50S+160H, 0.94 300 -0.95 0.95 0.45 0.53 18.44 Vu < PhiVc/2 Not Reqd 9 18.4 0.0 0.0 +1.20D+ 1.60L +0.50S+ 1 60H , 0.96 3.00 -0.97 0.97 0.46 0.52 18.42 Vu < PhiVc/2 Not Reqd 9 18.4 0.0 0.0 + 1.200+ 1.60L +0.50S+ 1.60H, 0.98 3.00 -0.99 0.99 0.48 0.51 18.39 Vu < PhiVc/2 Not Reqd 9 18.4 0.0 0.0 + 1.20D+ 1.60L +0.50S+ 1.60H , 1.00 300 -101 1.01 0.51 0.50 18.37 Vu < PhiVc/2 Not Reqd 9 18.4 00 00 +1.20D+1.60L +0.50S+ 1.60H, 1.02 3.00 -103 1.03 0.53 0.49 18.35 Vu < PhiVc/2 Not Reqd 9 18.3 0.0 0.0 +1.20D+1.60L+0.50S+160H, 1.04 3.00 -105 105 0.55 0.48 18.32 Vu < PhiVc/2 Not Reqd 9 18.3 00 00 + 1.20D+ 1.60L +0.50S+ 1.60H, 1.06 300 -107 1.07 0.57 0.47 18.30 Vu < PhiVc/2 Not Reqd 9 18.3 0.0 00 +1.20D+1.60L +0.50S+ 1.60H, 1.08 300 -109 1.09 0.59 0.46 18.28 Vu < PhiVc/2 Not Reqd 9 18.3 00 00 +1.20D+1.60L +0.50S+1.60H, 1.10 3.00 -1.11 1.11 0.6 1 0.45 18.26 Vu < PhiVc/2 Not Reqd 9 18.3 00 00 + 1.20D+ 1.60L +0.50S+1 .60H , 1.12 300 -1.13 1.13 0.64 0.45 18.24 Vu< PhNc/2 Not Reqd 9 18.2 0.0 00 +1.20D+1.60L +0.50S+ 1 60H , 1.14 3.00 -115 1.15 0.66 0.44 18.22 Vu < PhiVc/2 Not Reqd 9 18.2 0.0 0.0 +1.20D+1.60L+0.50S+160H, 1.16 3.00 -1.17 1.17 0.68 0.43 18.21 Vu < PhiVc/2 Not Reqd 9 18.2 00 00 + 1.200+ 1.60L +0.50S+ 1.60H, 1.18 300 -1.20 1.20 0.71 0.42 18.19 Vu< PhNc/2 Not Reqd 9 18.2 0.0 00 +1.200+ 1.60L +0.50S+ 1.60H , 1.20 300 -1.22 1.22 073 0.42 18.17 Vu < PhiVc/2 Not Reqd 9 18.2 00 00 +1.20D+1.60L +0.50S+ 1.60H, 1.22 3.00 -1.24 1.24 0.76 0.41 18.16 Vu < PhiVc/2 Not Reqd 9 18.2 00 00 + 1.20D+ 1.60L +O 50S+ 1.60H , 1.24 3.00 -1.26 1.26 0.78 0.40 18.1 4 Vu< PhNc/2 Not Reqd 9 18.1 0.0 0.0 + 1.20D+ 1.60L +0.50S+1.60H, 1.27 3.00 -1.28 1.28 081 0.40 18.13 Vu < PhiVc/2 Not Reqd 9 18.1 00 00 +1.200+ 1.60L +0.50S+ 1.60H, 1.29 3.00 -130 1.30 0.83 0.39 18.11 Vu < PhiVc/2 Not Reqd 9 18.1 00 00 +1.20D+ 160L +O 50S+ 160H. 1.31 300 -1.32 1.32 0.86 0.38 18.10 Vu < PhiVc/2 Not Reqd 9 18.1 0.0 00 + 1.20D+ 1.60L +0.50S+1.60H, 1.33 3.00 -134 1.34 089 0.38 1808 Vu < PhiVc/2 Not Reqd 9 18.1 00 00 +1.200+ 1.60L+0.5 0S+ 1.60H, 135 3.00 -136 1.36 0.92 0.37 18.07 Vu < PhiVc/2 Not Reqd 9 18.1 0.0 0.0 +1.20D+ 1.60L +0.50S+ 1 60H . 1.37 3.00 -138 1.38 0.94 0.37 1806 Vu < PhiVc/2 Not Reqd 9 18.1 0.0 00 + 1.20D+1.60L +0.50S+1 60H , 139 3.00 -140 1.40 0.97 0.36 1804 Vu < PhiVc/2 Not Reqd 9 18.0 0.0 0.0 +1.20D+ 1.60L+0.50S+ 1.60H, 1.41 3.00 -142 1.42 1.00 0.36 18.03 Vu < PhiVc/2 Not Reqd 9 18.0 0.0 0.0 +1.20D+ 1.60L +0.50S+1.60H, 1.43 300 -1 .44 1.44 1 03 0.35 1802 Vu < PhiVc/2 Not Reqd 9 18.0 0.0 0.0 +1.20D+1.60L+0.50S+160H, 1.45 3.00 -1.46 1.46 106 0.35 1801 Vu < PhiVc/2 Not Reqd 9 18.0 0.0 0.0 +1.20D+ 1.60L+0.50S+ 1.60H, 1.47 3.00 -148 1.48 1 09 0.34 18.00 Vu < PhiVc/2 Not Reqd 9 18.0 00 00 + 1.20D+ 1.60L +0.50S+ 1.60H , 1.49 3.00 -1.50 1.50 1.12 0.34 17.99 Vu < PhiVc/2 Not Reqd 9 18.0 0.0 0.0 +1.20D+1.60L +0.50S+1.60H, 1.51 300 -1.53 1.53 1.15 0.33 17.98 Vu < PhiVc/2 Not Reqd 9 18.0 0.0 0.0 +1.20D+1.60L +0.50S+ 1.60H, 1.53 3.00 -1.55 1.55 1.18 0.33 17.97 Vu < PhiVc/2 Not Reqd 9 18.0 0.0 0.0 + 1.20D+ 1.60L +0.50S+ 1.60H, 1.55 3.00 -1 .57 1.57 1.21 0.32 17.96 Vu < PhiVc/2 Not Reqd 9 18 .0 0.0 0.0 PA2019-142 9 William Simpson & Associates , Inc. Project nle: Cisson Design for elevated slab . WSA#7355 23 Orchard Rd , Suit 250 Engineer: Masoud Jafa n, SE PrQJect ID: Lake Forest, CA 92630 Project Descr: TiUe Block Line 6 Printed: 6 JUN 2019, 11:44AM File = P:IPROJECTS\7355 • Stolz\CALCS\7355.ec6 ENERCALC. INC. 1983-2016. Build:6.16.8.31 , Ver:6.16.8.3 1 Desc ri pti on : 6' SLAB Detailed Shear Information Span Distance 'd' Vu (k) Mu d·Vu/Mu Ph i.Ve Commen t Phi-vs Phi·vn Spac ing (in) Load Combination Number (ft) (in) Actual Design (k-ft) (k) (k) (k) Req'd Suggest + 1.20D+ 1.60L+0.50S+1.60H , 1.57 3.00 -1.59 1.59 1.25 0.32 17.95 Vu < PhiVc/2 Not Reqd 9 17.9 0.0 0.0 + 1.20D+ 1.60 L +0.50S+ 1.60H , 1.59 3.00 -1.61 1.61 1.28 0.31 17.94 Vu < PhiVc/2 Not Reqd 9 17.9 0.0 0.0 +1.200+ 1.60L +0.50S+1.60H, 1.61 3.00 -1.63 1.63 1.31 0.31 17.93 Vu < PhiVc/2 Not Reqd 9 17.9 0.0 0.0 +1.200+ 1.60L +0.50S+ 1.60H , 1.63 3.00 -1.65 1.65 1.35 0.31 17.92 Vu < PhiVc/2 Not Reqd 9 17.9 0.0 0.0 + 1.20D+ 1.60L +0.50S+ 1.60H , 1.65 3.00 -1.67 1.67 1.38 0.30 17.91 Vu < PhiVc/2 Not Reqd 9 17 .9 0.0 0.0 + 1.20D+ 1.60L +0.50S+1.60H , 1.67 3.00 -1.69 1.69 1.41 0.30 17.90 Vu < PhiVc/2 Not Reqd 9 17.9 00 00 +1.20D+ 1.60 L +0.50S+ 1.60H , 1.69 3.00 -1.71 1.71 1.45 0.30 17.89 Vu < PhiVc/2 Not Reqd 9 17.9 0.0 0.0 +1.20D+1.60L+0.50S+160H. 1.71 3.00 -1.73 1.73 1.48 0.29 17.88 Vu < PhiVc/2 Not Reqd 9 17.9 00 00 + 1.200+ 1.60L +0.50S+1 .60H , 1.73 3.00 -1.75 1.75 1.52 0.29 17.88 Vu < PhiVc/2 Not Reqd 9 17.9 00 00 +1.20D+ 1.60L +0.50S+ 1 60H . 1.76 3.00 -1.77 1.77 1.56 0.28 17.87 Vu < PhiVc/2 Not Reqd 9 17.9 0.0 0.0 + 1.20D+ 1.60L +0.50S+ 1.60H , 1.78 3.00 .1.79 1.79 1.59 0.28 17.86 Vu < PhiVc/2 Not Reqd 9 17.9 0.0 0.0 + 1.20D+ 1.60L +0.50S+1.60H , 1.80 300 -1.8 1 1.81 1.63 0.28 17.85 Vu < PhiVc/2 Not Reqd 9 17.9 00 00 +1.20D+ 1.60L +0.50S+ 1 60H . 1.82 3.00 -1.83 1.83 1.67 0.28 17.85 Vu < PhiVc/2 Not Reqd 9 17.8 0.0 0.0 +1.20D+1.60L+0.50S+160H. 1.84 3.00 -1.86 1.86 170 0.27 17.84 Vu < PhiVc/2 Not Reqd 9 17.8 00 00 + 1.200+ 1.60L +0.50S+1.60H , 1.86 300 -1.88 1.88 174 0.27 17.83 Vu < PhiVc/2 Not Reqd 9 17.8 00 00 +1.20D+1.60 L +0.50S+ 1.60H , 1.88 300 -1.90 1.90 178 0.27 17.83 Vu < PhiVc/2 Not Reqd 9 17.8 0.0 0.0 +1.20D+1.60L+0.50S+160H. 1.90 3.00 -1.92 1.92 1.82 0.26 17.82 Vu < PhiVc/2 Not Reqd 9 17.8 00 00 + 1.20D+ 1.60 L+0.50S+1.60H . 1.92 3.00 -1.94 1.94 1.86 0.26 17.81 Vu < PhiVc/2 Not Reqd 9 17.8 0.0 0.0 + 1.20D+1.60L +0.50S+1.60H, 1.94 3.00 -1.96 1.96 1.90 0.26 17.81 Vu < PhiVc/2 Not Reqd 9 17.8 0.0 0.0 +1.20D+1.60L+0.50S+160H. 1.96 300 -1.98 1.98 1.94 0.26 17.80 Vu < PhiVc/2 Not Reqd 9 17.8 0.0 0.0 +1.20D+ 1.60L +0.50S+1.60H . 1.98 300 -2.00 2.00 1.98 0.25 17.79 Vu < PhiVc/2 Not Reqd 9 17.8 0.0 0.0 + 1.20D+1.60L +0.50S+1.60H, 2.00 3.00 -2.02 2.02 2.02 0.25 17.79 Vu < PhiVc/2 Not Reqd 9 17.8 0.0 0.0 + 1.200+ 1.60L +0.50S+ 1.60H , 2.02 3.00 -2 .04 2.04 2.06 0.25 17.78 Vu < PhiVc/2 Not Reqd 9 17.8 0.0 0.0 +1.20D+1.60L+0.50S+1 60H , 2.04 300 -206 206 2.10 0.24 17.78 Vu < PhiVc/2 Not Reqd 9 17.8 0.0 0.0 +1.20D+ 1.60L +0.50S+ 1 60H , 206 3.00 -2.08 2.08 2.15 0.24 17.77 Vu < PhiVc/2 Not Reqd 9 17.8 0.0 0.0 + 1.200+ 1.60 L +0.50S+ 1.60H , 2.08 3.00 -2.1 0 2.10 2.19 0.24 17.76 Vu < PhiVc/2 Not Reqd 9 17.8 0.0 0.0 + 1.20D+ 1.60L +O 50S+ 1.60H , 2.10 300 -2.12 2.12 2.23 0.24 17.76 Vu < PhiVc/2 Not Re qd 9 17.8 00 00 +1.20D+1.60L +0.50S+ 1.60H , 2.12 3.00 -2.14 2.14 2.27 0.24 17.75 Vu < PhiVc/2 Not Reqd 9 17.8 0.0 0.0 +1.20D+1.60L+0.50S+160H, 2.14 3.00 -2.16 2.16 2.32 0.23 17.75 Vu < PhiVc/2 Not Reqd 9 17.7 00 00 + 1.20D+ 1.60L +0.50S+ 1.60H , 2.16 300 -2 .18 2.18 2.36 0.23 17.74 Vu < PhiVc/2 Not Reqd 9 17.7 0.0 00 +1.20D+1.60L +0.50S+ 1.60H , 2.1 8 300 -2.21 2.21 2.41 0.23 17.74 Vu < PhiVc/2 Not Reqd 9 17.7 00 00 +1.20D+1.60L +0.50S+1.60H, 2.20 3.00 -2.23 2.23 2.45 0.23 17.73 Vu < PhiVc/2 Not Reqd 9 17.7 00 00 + 1.20D+ 1.60L +0.50S+1 .60H , 2.22 300 -2.25 2.25 2.50 0.22 17.73 Vu< PhNc/2 Not Reqd 9 17.7 0.0 00 +1.20D+1.60L +0.50S+ 1 60H , 2.24 3.00 -2.27 2.27 2.54 0.22 17.72 Vu < PhiVc/2 Not Reqd 9 17.7 0.0 0.0 +1.20D+1.60L+0.50S+1 60H , 2.27 3.00 -2.29 2.29 2.59 0.22 17.72 Vu < PhiVc/2 Not Reqd 9 17.7 00 00 + 1.200+ 1.60L +0.50S+ 1.60H , 2.29 300 -2.3 1 2.31 2.64 0.22 17.72 Vu< PhNc/2 Not Reqd 9 17.7 0.0 00 +1.200+ 1.60L +0.50S+ 1.60H , 2.31 300 -2.33 2.33 2.69 0.22 17.71 Vu < PhiVc/2 Not Reqd 9 17.7 00 00 +1.20D+1.60L +0.50S+ 1.60H , 2.33 3.00 -2.35 2.35 2.73 0.21 17.71 Vu < PhiVc/2 Not Reqd 9 17.7 00 00 + 1.20D+ 1.60L +0.50S+ 1.60H , 2.35 3.00 -2.37 2.37 2.78 0.21 17.70 Vu< PhNc/2 Not Reqd 9 17.7 0.0 0.0 + 1.20D+ 1.60L +0.50S+1.60H, 2.37 3.00 -2.39 2.39 2.83 0.21 17.70 Vu < PhiVc/2 Not Reqd 9 17.7 0 0 00 +1.200+ 1.60L +0.50S+ 1.60H , 2.39 3.00 -2.41 2.41 2.88 0.21 17.69 Vu < PhiVc/2 Not Reqd 9 17.7 00 00 +1.20D+ 1 60L +O 50S+ 1 60H . 2.41 300 -2.43 2.43 2.93 0.21 17.69 Vu < PhiVc/2 Not Reqd 9 17.7 0.0 00 + 1.20D+ 1.60L +0.50S+1.60H, 2.43 3.00 -2.45 2.45 2.98 0.21 17.69 Vu < PhiVc/2 Not Reqd 9 17.7 00 00 +1.200+ 1.60L+0.50S+ 1.60H , 2.45 3.00 -2.47 2.47 303 0.20 17.68 Vu < PhiVc/2 Not Reqd 9 17.7 0.0 0.0 +1.20D+ 1.60L +0.50S+ 1 60H . 2.47 3.00 -2.49 2.49 308 0.20 17.68 Vu < PhiVc/2 Not Reqd 9 17.7 0.0 00 + 1.20D+1.60L +0.50S+1 60H , 2.49 3.00 -2.51 2.51 313 0.20 17.67 Vu < PhiVc/2 Not Reqd 9 17.7 0.0 0.0 +1.20D+ 1.60 L+0.5 0S + 1.60H, 2.51 3.00 -2.54 2.54 3.18 0.20 17.67 Vu < PhiVc/2 Not Reqd 9 17.7 0.0 0.0 +1.20D+ 1.60L +0.50S+1.60H , 2.53 300 -2 .56 2.56 323 0.20 17.67 Vu < PhiVc/2 Not Reqd 9 17.7 0.0 0.0 +1.20D+1.60L+0.50S+1 60H , 2.55 3.00 -2.58 2.58 329 0.20 17.66 Vu < PhiVc/2 Not Reqd 9 17.7 0.0 0.0 +1.20D+ 1.60 L+0.50S+ 1.60H, 2.57 3.00 -2.60 2.60 334 0.19 17.66 Vu < PhiVc/2 Not Reqd 9 17.7 00 00 + 1.20D+ 1.60L +0.50S+ 1.60H , 2.59 3.00 -2.62 2.62 3.39 0.19 17.66 Vu < PhiVc/2 Not Reqd 9 17.7 0.0 0.0 +1.20D+1.60L +0.50S+1.60H , 2.61 300 -2.64 2.64 3.45 0.19 17.65 Vu < PhiVc/2 Not Reqd 9 17.7 0.0 0.0 +1.20D+1.60L +O 50S+ 1.60H , 2.63 3.00 -2.66 2.66 350 0.19 17.65 Vu < PhiVc/2 Not Reqd 9 17.6 0.0 0.0 + 1.20D+ 1.60L +0.50S+ 1.60H , 2.65 3.00 -2 .68 2.68 3.55 0.19 17.64 Vu < PhiVc/2 Not Reqd 9 17 .6 0.0 0.0 PA2019-142 10 William Simpson & Associates , Inc. Project nle: Cisson Design for elevated slab . WSA#7355 23 Orchard Rd , Su it 250 Engineer: Masoud Jafa n, SE PrQJect ID: Lake Forest, CA 92630 Project Descr: TiU e Block Line 6 Printed: 6 JUN 2019, 11:44AM File = P:IPROJECTS\7355 • Stolz\CALCS\7355.ec6 ENERCALC. INC. 1983-2016. Build:6.16.8.31 , Ver:6.16.8.31 Desc ri pti on : 6' SLAB Detailed Shear Information Span Distance 'd' Vu (k) Mu d·Vu/Mu Ph i.Ve Commen t Phi-vs Ph i·vn Spac ing (in) Load Combination Number (ft) (in) Actual Design (k-ft) (k) (k) (k) Req'd Suggest + 1.20D+ 1.60L+0.50S+1.60H, 2.67 3.00 -270 2.70 3.61 0.19 17.64 Vu < PhiVc/2 Not Reqd 9 17.6 0.0 0.0 + 1.20D+ 1.60 L +0.50S+ 1.60H , 2.69 3.00 -2.72 2.72 3.66 0.19 17.64 Vu < PhiVc/2 Not Reqd 9 17.6 0.0 0.0 +1.200+ 1.60L +0.50S+1.60H, 2.71 3.00 -2.74 2.74 3.72 0.18 17.63 Vu < PhiVc/2 Not Reqd 9 17.6 0.0 0.0 +1.200+ 1.60L +0.50S+ 1.60H , 2.73 3.00 -2.76 2.76 3.78 0.18 17.63 Vu < PhiVc/2 Not Reqd 9 17.6 0.0 0.0 + 1.20D+ 1.60L +0.50S+ 1.60H , 2.76 3.00 -2.78 2.78 3.83 0.18 17.63 Vu < PhiVc/2 Not Reqd 9 17 .6 0.0 0.0 + 1.20D+ 1.60L +0.50S+1.60H , 2.78 3.00 -2.80 2.80 3.89 0.18 17.63 Vu < PhiVc/2 Not Reqd 9 17.6 00 00 +1.20D+ 1.60 L +0.50S+ 1.60H , 2.80 3.00 -2.82 2.82 3.95 0.18 17.62 Vu < PhiVc/2 Not Reqd 9 17.6 0.0 0.0 +1.20D+1.60L+0.50S+160H. 2.82 3.00 -2.84 2.84 4.01 0.18 17.62 Vu < PhiVc/2 Not Reqd 9 17.6 00 00 + 1.200+ 1.60L +0.50S+1 .60H , 2.84 3.00 -2.87 2.87 4.06 0.18 17.62 Vu < PhiVc/2 Not Reqd 9 17.6 00 00 +1.20D+ 1.60L +0.50S+ 1 60H . 2.86 3.00 -2.89 2.89 4.12 0.17 17.61 Vu < PhiVc/2 Not Reqd 9 17.6 0.0 0.0 + 1.20D+ 1.60L +0.50S+ 1.60H , 2.88 3.00 -2.9 1 2.91 4.18 0.17 17.61 Vu < PhiVc/2 Not Reqd 9 17.6 0.0 0.0 + 1.20D+ 1.60L +0.50S+1.60H , 2.90 3.00 -2 .93 2.93 4.24 0.17 17.61 Vu < PhiVc/2 Not Reqd 9 17.6 00 00 +1.20D+ 1.60L +0.50S+ 1 60H . 2.92 3.00 -2.95 2.95 4.30 0.17 17.60 Vu < PhiVc/2 Not Reqd 9 17.6 0.0 0.0 +1.20D+1.60L+0.50S+160H. 2.94 3.00 -2.97 2.97 4.36 0.17 17.60 Vu < PhiVc/2 Not Reqd 9 17.6 00 00 + 1.200+ 1.60L +O 50S+ 1.60H, 2.96 3.00 -2 .99 2.99 4.42 0.17 17.60 Vu < PhiVc/2 Not Reqd 9 17.6 00 00 +1.20D+1.60L +0.50S+ 1.60H , 2.98 3.00 -3.01 3.01 4.48 0.17 17.60 Vu < PhiVc/2 Not Reqd 9 17.6 0.0 0.0 +1.20D+1.60L+0.50S+160H. 3.00 3.00 -303 3.03 4.55 0.17 17.59 Vu < PhiVc/2 Not Reqd 9 17.6 00 00 + 1.20D+ 1.60L+0.50S+1.60H. 3.02 3.00 -3.05 3.05 4.61 0.17 17.59 Vu < PhiVc/2 Not Reqd 9 17.6 0.0 0.0 + 1.20D+1.60L +0.50S+1.60H, 3.04 3.00 -3.07 3.07 4.67 0.16 17.59 Vu < PhiVc/2 Not Reqd 9 17.6 0.0 0.0 +1.20D+1.60L+0.50S+160H. 3.06 3.00 -309 3.09 4.73 0.16 17.59 Vu < PhiVc/2 Not Reqd 9 17.6 0.0 0.0 +1.20D+ 1.60L +0.50S+1.60H. 3.08 300 -3.11 3.11 4.80 0.16 17.58 Vu < PhiVc/2 Not Reqd 9 17.6 0.0 0.0 + 1.20D+1.60L +0.50S+1.60H, 3.10 3.00 -3.13 3.13 4.86 0.16 17.58 Vu < PhiVc/2 Not Reqd 9 17.6 0.0 0.0 + 1.200+ 1.60L +0.50S+ 1.60H , 3.12 3.00 -3 .15 3.15 4.92 0.16 17.58 Vu < PhiVc/2 Not Reqd 9 17.6 0.0 0.0 +1.20D+1.60L+0.50S+160H, 3.14 300 -3.17 3.17 4.99 0.16 17.58 Vu < PhiVc/2 Not Reqd 9 17.6 0.0 0.0 +1.20D+ 1.60L +0.50S+ 1 60H , 3.16 3.00 -3.19 3.19 505 0.16 17.57 Vu < PhiVc/2 Not Reqd 9 17.6 0.0 0.0 + 1.200+ 1.60 L +0.50S+ 1.60H , 3.18 3.00 -3.22 3.22 5.12 0.16 17.57 Vu < PhiVc/2 Not Reqd 9 17.6 0.0 0.0 + 1.20D+ 1.60L +0.50S+ 1.60H , 3.20 3.00 -3.24 3.24 5.18 0.16 17.57 Vu < PhiVc/2 Not Reqd 9 17.6 00 00 +1.20D+1.60L +0.50S+ 1.60H , 3.22 3.00 -3.26 3.26 5.25 0.16 17.57 Vu < PhiVc/2 Not Reqd 9 17.6 0.0 0.0 +1.20D+1.60L+0.50S+160H, 3.24 3.00 -3.28 3.28 5.32 0.15 17.56 Vu < PhiVc/2 Not Reqd 9 17.6 00 00 + 1.20D+ 1.60L +0.50S+ 1.60H, 3.27 3.00 -3.30 3.30 5.38 0.15 17.56 Vu < PhiVc/2 Not Reqd 9 17.6 0.0 00 +1.20D+1.60L +0.50S+ 1.60H , 3.29 300 -3.32 3.32 5.45 0.15 17.56 Vu < PhiVc/2 Not Reqd 9 17.6 00 00 +1.20D+1.60L +0.50S+1.60H, 3.31 3.00 -3.34 3.34 5.52 0.15 17.56 Vu < PhiVc/2 Not Reqd 9 17.6 00 00 + 1.20D+ 1.60L +0.50S+1 .60H , 3.33 3.00 -3.36 3.36 5.59 0.15 17.56 Vu< PhNc/2 Not Reqd 9 17.6 0.0 00 +1.20D+1.60L +0.50S+ 1 60H , 3.35 3.00 -3.38 3.38 5.66 0.15 17.55 Vu < PhiVc/2 Not Reqd 9 17.6 0.0 0.0 +1.20D+1.60L+0.50S+160H, 3.37 3.00 -3.40 3.40 5.73 0.15 17.55 Vu < PhiVc/2 Not Reqd 9 17.6 00 00 + 1.200+ 1.60L +0.50S+ 1.60H , 3.39 3.00 -3 .42 3.42 5.80 0.15 17.55 Vu< PhNc/2 Not Reqd 9 17.5 0.0 00 +1.200+ 1.60L +0.50S+ 1.60H , 3.41 300 -3.44 3.44 5.87 0.15 17.55 Vu < PhiVc/2 Not Reqd 9 17.5 00 00 +1.20D+1.60L +0.50S+ 1.60H , 3.43 3.00 -3.46 3.46 5.94 0.15 17.55 Vu < PhiVc/2 Not Reqd 9 17.5 00 00 + 1.20D+ 1.60L +0.50S+ 1.60H , 3.45 3.00 -3.48 3.48 6.01 0.14 17.54 Vu< PhNc/2 Not Reqd 9 17.5 0.0 0.0 + 1.20D+ 1.60L +0.50S+1.60H, 3.47 3.00 -3.50 3.50 608 0.14 17.54 Vu < PhiVc/2 Not Reqd 9 17.5 00 00 +1.200+ 1.60L +0.50S+ 1.60H , 3.49 3.00 -3.52 3.52 6.15 0.14 17.54 Vu < PhiVc/2 Not Reqd 9 17.5 00 00 +1.20D+ 1 60L +O 50S+ 1 60H . 3.51 3.00 -3.55 3.55 6.22 0.14 17.54 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 00 + 1.20D+ 1.60L +0.50S+1.60H, 3.53 3.00 -3.57 3.57 6.29 0.14 17.54 Vu < PhiVc/2 Not Reqd 9 17.5 00 00 +1.200+ 1.60L+0.50S+ 1.60H , 3.55 3.00 -3 .59 3.59 6.37 0.14 17.53 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 0.0 +1.20D+ 1.60L +0.50S+ 1 60H . 3.57 3.00 -3.6 1 3.61 6.44 0.14 17.53 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 00 + 1.20D+1.60L +0.50S+1 60H , 3.59 3.00 -3.63 3.63 6.52 0.14 17.53 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 0.0 +1.20D+ 1.60L+0.50S+ 1.60H , 3.61 3.00 -3 .65 3.65 6.59 0.14 17.53 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 0.0 +1.20D+ 1.60L +0.50S+1.60H, 3.63 300 -3 .67 3.67 6.66 0.14 17.53 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 0.0 +1.20D+1.60L+0.50S+160H, 3.65 3.00 -3.69 3.69 6.74 0.14 17.52 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 0.0 +1.20D+ 1.60 L+0.50S+ 1.60H, 3.67 3.00 -3.71 3.71 6.8 1 0.14 17.52 Vu < PhiVc/2 Not Reqd 9 17.5 00 00 + 1.20D+ 1.60L +0.50S+ 1.60H , 3.69 3.00 -3.73 3.73 6.89 0.14 17.52 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 0.0 +1.20D+1.60L +0.50S+1.60H , 3.71 300 -3.75 3.75 6.97 0.13 17.52 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 0.0 +1.20D+1.60L +O 50S+ 1.60H , 3.73 3.00 -3.77 3.77 704 0.13 17.52 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 0.0 + 1.20D+ 1.60L +0.50S+ 1.60H , 3.76 3.00 -3.79 3.79 7.12 0.13 17.52 Vu < PhiVc/2 Not Reqd 9 17 .5 0.0 0.0 PA2019-142 11 William Simpson & Associates , Inc. Project nle: Cisson Design for elevated slab . WSA#7355 23 Orchard Rd , Su it 250 Engineer: Masoud Jafa n, SE PrQJect ID: Lake Forest, CA 92630 Project Descr: TiUe Block Line 6 Printed: 6 JUN 2019, 11:44AM File = P:IPROJECTS\7355 • Stolz\CALCS\7355.ec6 ENERCALC. INC. 1983-2016. Build:6.16.8.31 , Ver:6.16.8.31 Desc ri pti on : 6' SLAB Detailed Shear Information Span Distance 'd' Vu (k) Mu d·Vu/Mu Ph i.Ve Commen t Phi-vs Ph i·vn Spac ing (in) Load Combination Number (ft) (in) Actual Design (k-ft) (k) (k) (k) Req'd Suggest + 1.20D+ 1.60L+0.50S+1.60H , 3.78 3.00 -3.81 3.81 720 0.13 17.51 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 0.0 + 1.20D+ 1.60 L +0.50S+ 1.60H , 3.80 3.00 -3.83 3.83 7.28 0.13 17.51 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 0.0 +1.200+ 1.60L +0.50S+1.60H, 3.82 3.00 -3.85 3.85 7.35 0.13 17.51 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 0.0 +1.200+ 1.60L +0.50S+ 1.60H , 3.84 3.00 -3.88 3.88 7.43 0.13 17.51 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 0.0 + 1.20D+ 1.60L +0.50S+ 1.60H , 3.86 3.00 -3.90 3.90 7.51 0.13 17.51 Vu < PhiVc/2 Not Reqd 9 17 .5 0.0 0.0 + 1.20D+ 1.60L +0.50S+1.60H , 3.88 3.00 -3.92 3.92 7.59 0.13 17.51 Vu < PhiVc/2 Not Reqd 9 17.5 00 00 +1.20D+ 1.60 L +0.50S+ 1.60H , 3.90 3.00 -3.94 3.94 7.67 0.13 17.50 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 0.0 +1.20D+1.60L+0.50S+160H. 3.92 3.00 -3.96 3.96 7.75 0.13 17.50 Vu < PhiVc/2 Not Reqd 9 17.5 00 00 + 1.200+ 1.60L +0.50S+1 .60H , 3.94 3.00 -3.98 3.98 7.83 0.13 17.50 Vu < PhiVc/2 Not Reqd 9 17.5 00 00 +1.20D+ 1.60L +0.50S+ 1 60H . 3.96 3.00 -4.00 4.00 7.92 0.13 17.50 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 0.0 + 1.20D+ 1.60L +0.50S+ 1.60H , 3.98 3.00 -4 .02 4.02 8.00 0.13 17.50 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 0.0 + 1.20D+ 1.60L +0.50S+1.60H , 4.00 300 -4 .04 4.04 8.08 0.12 17.50 Vu < PhiVc/2 Not Reqd 9 17.5 00 00 +1.20D+ 1.60L +0.50S+ 1 60H . 4.02 3.00 -4.06 4.06 8.16 0.12 17.50 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 0.0 +1.20D+1.60L+0.50S+160H. 4.04 3.00 -4.08 4.08 8.25 0.12 17.49 Vu < PhiVc/2 Not Reqd 9 17.5 00 00 + 1.200+ 1.60L +0.50S+1.60H , 4.06 300 -4 .10 4.10 8.33 0.12 17.49 Vu < PhiVc/2 Not Reqd 9 17.5 00 00 +1.20D+1.60 L +0.50S+ 1.60H , 4.08 300 -4.12 4.12 8.41 0.12 17.4 9 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 0.0 +1.20D+1.60L+0.50S+160H. 4.10 3.00 -4.14 4.14 8.50 0.12 17.49 Vu < PhiVc/2 Not Reqd 9 17.5 00 00 + 1.20D+ 1.60 L+0.50S+1.60H . 4.12 3.00 -4 .16 4.16 8.58 0.12 17.49 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 0.0 + 1.20D+1.60L +0.50S+1.60H, 4.14 3.00 -4.18 4.18 8.67 0.12 17.4 9 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 0.0 +1.20D+1.60L+0.50S+160H. 4.16 300 -4.20 4.20 8.75 0.12 17.49 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 0.0 +1.20D+ 1.60L +0.50S+1.60H . 4.18 300 -4.23 4.23 8.84 0.12 17.48 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 0.0 + 1.20D+1.60L +0.50S+1.60H, 4.20 3.00 -4.25 4.25 8.93 0.12 17.48 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 0.0 + 1.200+ 1.60L +0.50S+ 1.60H , 4.22 3.00 -4.27 4.27 9.0 1 0.12 17.4 8 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 0.0 +1.20D+1.60L+0.50S+1 60H , 4.24 300 -4.29 4.29 9.10 0.12 17.48 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 0.0 +1.20D+ 1.60L +0.50S+ 1 60H , 4.27 3.00 -4.31 4.31 9.19 0.12 17.48 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 0.0 + 1.200+ 1.60 L +0.50S+ 1.60H , 4.29 3.00 -4.33 4.33 9.28 0.12 17.48 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 0.0 + 1.20D+ 1.60L +O 50S+ 1.60H , 4.31 300 -4.35 4.35 9.36 0.12 17.48 Vu < PhiVc/2 Not Reqd 9 17.5 00 00 +1.20D+1.60L +0.50S+ 1.60H , 4.33 3.00 -4.37 4.37 9.45 0.12 17.48 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 0.0 +1.20D+1.60L+0.50S+160H, 4.35 3.00 -4.39 4.39 9.54 0.12 17.47 Vu < PhiVc/2 Not Reqd 9 17.5 00 00 + 1.20D+ 1.60L +0.50S+ 1.60H, 4.37 300 -4 .41 4.41 9.63 0.11 17.47 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 00 +1.20D+1.60L +0.50S+ 1.60H , 4.39 300 -4.43 4.43 9.72 0.11 17.47 Vu < PhiVc/2 Not Reqd 9 17.5 00 00 +1.20D+1.60L +0.50S+1.60H, 4.41 3.00 -4.45 4.45 9.8 1 0.11 17.47 Vu < PhiVc/2 Not Reqd 9 17.5 00 00 + 1.20D+ 1.60L +0.50S+1 .60H , 4.43 300 -4.47 4.47 9.90 0.11 17.47 Vu< PhNc/2 Not Reqd 9 17.5 0.0 00 +1.20D+1.60L +0.50S+ 1 60H , 4.45 3.00 -4.49 4.49 1000 0.11 17.47 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 0.0 +1.20D+1.60L+0.50S+160H, 4.47 3.00 -4.51 4.51 10.09 0.11 17.47 Vu < PhiVc/2 Not Reqd 9 17.5 00 00 + 1.200+ 1.60L +0.50S+ 1.60H , 4.49 300 -4 .53 4.53 10.18 0.11 17.47 Vu< PhNc/2 Not Reqd 9 17.5 0.0 00 +1.200+ 1.60L +0.50S+ 1.60H , 4.51 300 -4.56 4.56 10.27 0.11 17.46 Vu < PhiVc/2 Not Reqd 9 17.5 00 00 +1.20D+1.60L +0.50S+ 1.60H , 4.53 3.00 -4.58 4.58 10.37 0.11 17.46 Vu < PhiVc/2 Not Reqd 9 17.5 00 00 + 1.20D+ 1.60L +0.50S+ 1.60H , 4.55 3.00 -4.60 4.60 10.46 0.11 17.46 Vu< PhNc/2 Not Reqd 9 17.5 0.0 0.0 + 1.20D+ 1.60L +0.50S+1.60H, 4.57 3.00 -4.62 4.62 10.55 0.11 17.46 Vu < PhiVc/2 Not Reqd 9 17.5 00 00 +1.200+ 1.60L +0.50S+ 1.60H , 4.59 3.00 -4.64 4.64 10.65 0.11 17.46 Vu < PhiVc/2 Not Reqd 9 17.5 00 00 +1.20D+ 1 60L +O 50S+ 1 60H . 4.61 300 -4.66 4.66 10.74 0.11 17.46 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 00 + 1.20D+ 1.60L +0.50S+1.60H, 4.63 3.00 -4.68 4.68 10.84 0.11 17.4 6 Vu < PhiVc/2 Not Reqd 9 17.5 00 00 +1.200+ 1.60L+0.50S+ 1.60H , 4.65 3.00 -4.70 4.70 10.93 0.11 17.46 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 0.0 +1.20D+ 1.60L +0.50S+ 1 60H . 4.67 3.00 -4.72 4.72 11 03 0.11 17.46 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 00 + 1.20D+1.60 L +0.50S+1 60H , 4.69 3.00 -4.74 4.74 11.1 3 0.11 17.45 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 0.0 +1.20D+ 1.60 L+0.50S+ 1.60H , 4.71 3.00 -4.76 4.76 11.22 0.11 17.45 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 0.0 +1.20D+ 1.60L +0.50S+1.60H , 4.73 300 -4.78 4.78 11 .32 0.11 17.45 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 0.0 +1.20D+1.60L+0.50S+1 60H , 4.76 3.00 -4.80 4.80 11 .42 0.11 17.45 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 0.0 +1.20D+ 1.60 L+0.50S+ 1.60H , 4.78 3.00 -4.82 4.82 11.52 0.10 17.45 Vu < PhiVc/2 Not Reqd 9 17.4 00 00 + 1.20D+ 1.60L +0.50S+ 1.60H , 4.80 3.00 -4.84 4.84 11.62 0.10 17.45 Vu < PhiVc/2 Not Reqd 9 17.4 0.0 0.0 +1.20D+1.60L +0.50S+1.60H , 4.82 300 -4.86 4.86 11.71 0.10 17.45 Vu < PhiVc/2 Not Reqd 9 17.4 0.0 0.0 +1.20D+1.60L +O 50S+ 1.60H , 4.84 3.00 -4.89 4.89 11.81 0.10 17.45 Vu < PhiVc/2 Not Reqd 9 17.4 0.0 0.0 + 1.20D+ 1.60L +0.50S+ 1.60H , 4.86 3.00 -4 .91 4.91 11 .91 0.10 17.45 Vu < PhiVc/2 Not Reqd 9 17.4 0.0 0.0 PA2019-142 12 William Simpson & Associates , Inc. Project nle: Cisson Design for elevated slab . WSA#7355 23 Orchard Rd , Su it 250 Engineer: Masoud Jafa n, SE PrQJect ID: Lake Forest, CA 92630 Project Descr: TiUe Block Line 6 Printed: 6 JUN 2019, 11:44AM File = P:IPROJECTS\7355 • Stolz\CALCS\7355.ec6 ENERCALC. INC. 1983-2016. Build:6.16.8.31 , Ver:6.16.8.31 Desc ri ptio n : 6' SLAB Detailed Shear Information Span Distance 'd' Vu (k) Mu d·Vu/Mu Ph i.Ve Commen t Phi-vs Ph i·vn Spac ing (in) Load Combination Number (ft) (in) Actual Design (k-ft) (k) (k) (k) Req'd Suggest + 1.20D+ 1.60L+0.50S+1.60H , 4.88 3.00 -4.93 4.93 12 01 0.10 17.44 Vu < PhiVc/2 Not Reqd 9 17.4 0.0 0.0 + 1.20D+ 1.60 L +0.50S+ 1.60H , 4.90 3.00 -4.95 4.95 12.11 0.10 17.44 Vu < PhiVc/2 Not Reqd 9 17.4 0.0 0.0 +1.200+ 1.60L +0.50S+1.60H, 4.92 3.00 -4 .97 4.97 12.22 0.10 17.44 Vu < PhiVc/2 Not Reqd 9 17.4 0.0 0.0 +1.200+ 1.60L +0.50S+ 1.60H , 4.94 3.00 -4.99 4.99 12.32 0.10 17.44 Vu < PhiVc/2 Not Reqd 9 17.4 0.0 0.0 + 1.20D+ 1.60L +0.50S+ 1.60H , 4.96 3.00 -5.01 5.01 12.42 0.10 17.44 Vu < PhiVc/2 Not Reqd 9 17.4 0.0 0.0 + 1.20D+ 1.60L +0.50S+1.60H , 1 4.98 3.00 -5.03 5.03 12.52 0.10 17.44 Vu < PhiVc/2 Not Reqd 9 17.4 00 00 +1.20D+ 1.60 L +0.50S+ 1.60H , 2 5.00 3.00 5.13 5.13 12.63 0.10 17.44 Vu < PhiVc/2 Not Reqd 9 17.4 0.0 0.0 +1.20D+1.60L+0.50S+160H. 2 5.02 3.00 5.11 5.11 12.50 0.10 17.44 Vu < PhiVc/2 Not Reqd 9 17.4 00 00 + 1.200+ 1.60L +0.50S+1 .60H , 2 5.05 3.00 5.08 5.08 12.37 0.10 17.45 Vu < PhiVc/2 Not Reqd 9 17.4 00 00 +1.20D+ 1.60L +0.50S+ 1 60H . 2 5.07 3.00 5.06 5.06 12.25 0.10 17.45 Vu < PhiVc/2 Not Reqd 9 17.4 0.0 0.0 + 1.20D+ 1.60L +0.50S+ 1.60H , 2 5.10 3.00 5.04 5.04 12.13 0.10 17.4 5 Vu < PhiVc/2 Not Reqd 9 17.4 0.0 0.0 + 1.20D+ 1.60L +0.50S+1.60H , 2 5.1 2 300 5.01 5.01 12.00 0.10 17.45 Vu < PhiVc/2 Not Reqd 9 17.4 00 00 +1.20D+ 1.60L +0.50S+ 1 60H . 2 5.15 3.00 4.99 4.99 11.88 0.10 17.45 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 0.0 +1.20D+1.60L+0.50S+160H. 2 5.17 3.00 4.96 4.96 11.76 0.11 17.45 Vu < PhiVc/2 Not Reqd 9 17.5 00 00 + 1.200+ 1.60L +0.50S+1.60H , 2 5.20 300 4.94 4.94 11.64 0.11 17.45 Vu < PhiVc/2 Not Reqd 9 17.5 00 00 +1.20D+1.60 L +0.50S+ 1.60H , 2 5.22 300 4.91 4.91 11.52 0.11 17.45 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 0.0 +1.20D+1.60L+0.50S+160H. 2 5.24 3.00 4.89 4.89 11.40 0.11 17.46 Vu < PhiVc/2 Not Reqd 9 17.5 00 00 + 1.20D+ 1.60 L+0.50S+1.60H . 2 5.27 3.00 4.86 4.86 11.28 0.11 17.46 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 0.0 + 1.20D+1.60L +0.50S+1.60H, 2 5.29 3.00 4.84 4.84 11.16 0.11 17.4 6 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 0.0 +1.20D+1.60L+0.50S+160H. 2 5.32 300 4.81 4.81 11 04 0.11 17.46 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 0.0 +1.20D+ 1.60L +0.50S+1.60H . 2 5.34 300 4.79 4.79 10.92 0.11 17.46 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 0.0 + 1.20D+1.60L +0.50S+1.60H, 2 5.37 3.00 4.76 4.76 10.8 1 0.11 17.4 6 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 0.0 + 1.200+ 1.60L +0.50S+ 1.60H , 2 5.39 3.00 4.74 4.74 10.69 0.11 17.4 6 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 0.0 +1.20D+1.60L+0.50S+1 60H , 2 5.42 300 4.71 4.71 10.58 0.11 17.47 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 0.0 +1.20D+ 1.60L +0.50S+ 1 60H , 2 5.44 3.00 4.69 4.69 10.46 0.11 17.47 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 0.0 + 1.200+ 1.60 L +0.50S+ 1.60H , 2 5.47 3.00 4.66 4.66 10.35 0.11 17.47 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 0.0 + 1.20D+ 1.60L +O SOS+ 1.60H , 2 5.49 300 4.64 4.64 10.23 0.11 17.47 Vu < PhiVc/2 Not Reqd 9 17.5 00 00 +1.20D+1.60L +0.50S+ 1.60H , 2 5.51 3.00 4.61 4.61 10.12 0.11 17.47 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 0.0 +1.20D+1.60L+0.50S+160H, 2 5.54 3.00 4.59 4.59 10.0 1 0.11 17.47 Vu < PhiVc/2 Not Reqd 9 17.5 00 00 + 1.20D+ 1.60L +0.50S+ 1.60H, 2 5.56 300 4.57 4.57 9.89 0.12 17.47 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 00 +1.20D+1.60L +0.50S+ 1.60H , 2 5.59 300 4.54 4.54 9.78 0.12 17.4 8 Vu < PhiVc/2 Not Reqd 9 17.5 00 00 +1.20D+1.60L +0.50S+1.60H, 2 5.61 3.00 4.52 4.52 9.67 0.12 17.48 Vu < PhiVc/2 Not Reqd 9 17.5 00 00 + 1.20D+ 1.60L +0.50S+1 .60H , 2 5.64 300 4.49 4.49 9.56 0.12 17.48 Vu< PhNc/2 Not Reqd 9 17.5 0.0 00 +1.20D+1.60L +0.50S+ 1 60H , 2 5.66 3.00 4.47 4.47 9.45 0.12 17.48 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 0.0 +1.20D+1.60L+0.50S+160H, 2 5.69 3.00 4.44 4.44 9.34 0.12 17.48 Vu < PhiVc/2 Not Reqd 9 17.5 00 00 + 1.200+ 1.60L +0.50S+ 1.60H , 2 5.71 300 4.42 4.42 9.23 0.12 17.48 Vu< PhNc/2 Not Reqd 9 17.5 0.0 00 +1.200+ 1.60L +0.50S+ 1.60H , 2 5.73 300 4.39 4.39 9.13 0.12 17.49 Vu < PhiVc/2 Not Reqd 9 17.5 00 00 +1.20D+1.60L +0.50S+ 1.60H , 2 5.76 3.00 4.37 4.37 9.02 0.12 17.49 Vu < PhiVc/2 Not Reqd 9 17.5 00 00 + 1.20D+ 1.60L +0.50S+ 1.60H , 2 5.78 3.00 4.34 4.34 8.91 0.12 17.49 Vu< PhNc/2 Not Reqd 9 17.5 0.0 0.0 + 1.20D+ 1.60L +0.50S+1.60H, 2 5.81 3.00 4.32 4.32 8.81 0.12 17.49 Vu < PhiVc/2 Not Reqd 9 17.5 00 00 +1.200+ 1.60L +0.50S+ 1.60H , 2 5.83 3.00 4.29 4.29 8.70 0.12 17.49 Vu < PhiVc/2 Not Reqd 9 17.5 00 00 +1.20D+ 1 60L +O SOS+ 1 60H . 2 5.86 300 4.27 4.27 8.60 0.12 17.50 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 00 + 1.20D+ 1.60L +0.50S+1.60H, 2 5.88 3.00 4.24 4.24 8.49 0.12 17.50 Vu < PhiVc/2 Not Reqd 9 17.5 00 00 +1.200+ 1.60L+0.50S+ 1.60H , 2 5.91 3.00 4.22 4.22 8.39 0.13 17.50 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 0.0 +1.20D+ 1.60L +0.50S+ 1 60H . 2 5.93 3.00 4.19 4.19 8.28 0.13 17.50 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 00 + 1.20D+1.60 L +0.50S+1 60H , 2 5.96 3.00 4.17 4.17 8.18 0.13 17.50 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 0.0 +1.20D+ 1.60 L+0.5 0S + 1.60H , 2 5.98 3.00 4.14 4.14 8.08 0.13 17.50 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 0.0 +1.20D+ 1.60L +O 50S+1.60H , 2 6.00 300 4.12 4.12 7.98 0.13 17.51 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 0.0 +1.20D+1.60L+0.50S+1 60H , 2 6 03 3.00 4.10 4.10 7.88 0.13 17.51 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 0.0 +1.20D+ 1.60 L+0.50S+ 1.60H, 2 6.05 3.00 4.07 4.07 7.78 0.13 17.51 Vu < PhiVc/2 Not Reqd 9 17.5 00 00 + 1.20D+ 1.60L +0.50S+ 1.60H , 2 6.08 3.00 4.05 4.05 7.68 0.13 17.51 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 0.0 +1.20D+1.60L +0.50S+1.60H , 2 6.10 300 4.02 4.02 7.58 0.13 17.51 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 0.0 +1.20D+1.60L +0.50S+ 1.60H , 2 6.13 3.00 4.00 4.00 7.48 0.13 17.52 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 0.0 + 1.20D+ 1.60L +0.50S+ 1.60H , 2 6.15 3.00 3.97 3.97 7.38 0.13 17.52 Vu < PhiVc/2 Not Reqd 9 17 .5 0.0 0.0 PA2019-142 13 William Simpson & Associates , Inc. Proje ct nle: Cisson Design for elevated slab . WSA#7355 23 Orchard Rd , Su it 250 Engineer: Masoud Jafa n, SE PrQJect ID: La ke Forest, CA 92630 Project Descr: TiUe Block Line 6 Printed: 6 JUN 2019, 11:44AM File = P:IPROJECTS\7355 • Stolz\CALCS\7355.ec6 ENERCALC. INC. 1983-2016. Build:6.16.8.31 , Ver:6.16.8.3 1 Descri ption : 6' SLAB Detailed Shear Information Span Distance 'd' Vu (k) Mu d·Vu/Mu Ph i.Ve Commen t Phi-vs Ph i·vn Spac ing (in) Load Combination Number (ft) (in) Actual Design (k-ft) (k) (k) (k) Req'd Suggest + 1.20D+ 1.60L+0.50S+1.60H , 2 6.18 3.00 3.95 3.95 7.29 0.14 17.52 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 0.0 + 1.20D+ 1.60 L +0.50S+ 1.60H , 2 6.20 3.00 3.92 3.92 7.19 0.14 17.52 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 0.0 +1.200+ 1.60L +0.50S+1.60H , 2 6.22 3.00 3.90 3.90 7.10 0.1 4 17.53 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 0.0 +1.200+ 1.60L +0.50S+ 1.60H , 2 6.25 3.00 3.87 3.87 7.00 0.14 17.53 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 0.0 + 1.20D+ 1.60L +0.50S+ 1.60H , 2 6.27 3.00 3.85 3.85 6.9 1 0.14 17.53 Vu < PhiVc/2 Not Reqd 9 17 .5 0.0 0.0 + 1.20D+ 1.60L +0.50S+1.60H , 2 6.30 3.00 3.82 3.82 6.81 0.14 17.53 Vu < PhiVc/2 Not Reqd 9 17.5 00 00 +1.20D+ 1.60 L +0.50S+ 1.60H , 2 6.32 3.00 3.80 3.80 6.72 0.14 17.54 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 0.0 +1.20D+1.60L+0.50S+160H. 2 6.35 3.00 3.77 3.77 6.63 0.14 17.54 Vu < PhiVc/2 Not Reqd 9 17.5 00 00 + 1.200+ 1.60L +0.50S+1 .60H , 2 6.37 3.00 3.75 3.75 6.53 0.14 17.54 Vu < PhiVc/2 Not Reqd 9 17.5 00 00 +1.20D+ 1.60L +0.50S+ 1 60H . 2 6.40 3.00 3.72 3.72 6.44 0.14 17.54 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 0.0 + 1.20D+ 1.60L +0.50S+ 1.60H , 2 6.42 3.00 3.70 3.70 6.35 0.15 17.55 Vu < PhiVc/2 Not Reqd 9 17.5 0.0 0.0 + 1.20D+ 1.60L +0.50S+1.60H , 2 6.44 3 00 3.67 3.67 6.26 0.15 17.55 Vu < PhiVc/2 Not Reqd 9 17.5 00 00 +1.20D+ 1.60L +0.50S+ 1 60H . 2 6.47 3.00 3.65 3.65 6.17 0.15 17.55 Vu < PhiVc/2 Not Reqd 9 17.6 0.0 0.0 +1.20D+1.60L+0.50S+160H. 2 6.49 3.00 3.63 3.63 6.08 0.15 17.55 Vu < PhiVc/2 Not Reqd 9 17.6 00 00 + 1.200+ 1.60L +0.50S+1.60H , 2 6.52 3 00 3.60 360 5.99 0.15 17.56 Vu < PhiVc/2 Not Reqd 9 17.6 00 00 +1 .20D+1.60 L +0.50S+ 1.60H , 2 6.54 300 3.58 3.58 5.9 1 0.15 17.56 Vu < PhiVc/2 Not Reqd 9 17.6 0.0 0.0 +1.20D+1.60L+0.50S+160H. 2 6.57 3.00 3.55 355 5.82 0.15 17.56 Vu < PhiVc/2 Not Reqd 9 17.6 00 00 + 1.20D+ 1.60 L+0.50S+1.60H . 2 6.59 3.00 3.53 3.53 5.73 0.15 17.56 Vu < PhiVc/2 Not Reqd 9 17.6 0.0 0.0 + 1.20D+1.60L +0.50S+1.60H , 2 6.62 3.00 3.50 3.50 5.65 0.16 17.57 Vu < PhiVc/2 Not Reqd 9 17.6 0.0 0.0 +1.20D+1.60L+0.50S+160H. 2 6.64 300 3.48 3.48 5.56 0.16 17.57 Vu < PhiVc/2 Not Reqd 9 17.6 0.0 0.0 +1.20D+ 1.60L +0.50S+1.60H . 2 6.67 300 3.45 3.45 5.48 0.16 17.57 Vu < PhiVc/2 Not Reqd 9 17.6 0.0 0.0 + 1.20D+1.60L +0.50S+1.60H , 2 6.69 3.00 3.43 3.43 5.39 0.16 17.58 Vu < PhiVc/2 Not Reqd 9 17.6 0.0 0.0 + 1.200+ 1.60L +0.50S+ 1.60H , 2 6.71 3.00 3.40 3.40 5.3 1 0.16 17.58 Vu < PhiVc/2 Not Reqd 9 17.6 0.0 0.0 +1.20D+1.60L+0.50S+1 60H , 2 6.74 300 3.38 3.38 5.22 0.16 17.58 Vu < PhiVc/2 Not Reqd 9 17.6 0.0 0.0 +1.20D+ 1.60L +0.50S+ 1 60H , 2 6.76 3.00 3.35 3.35 5.14 0.16 17.59 Vu < PhiVc/2 Not Reqd 9 17.6 0.0 0.0 + 1.200+ 1.60 L +0.50S+ 1.60H , 2 6.79 3.00 3.33 3.33 506 0.16 17.59 Vu < PhiVc/2 Not Reqd 9 17.6 0.0 0.0 + 1.20D+ 1.60L +O 50S+ 1.60H , 2 6.81 300 3.30 3.30 4.98 0.17 17.59 Vu < PhiVc/2 Not Reqd 9 17.6 00 00 +1.20D+1.60L +0.50S+ 1.60H , 2 6.84 3.00 3.28 3.28 4.90 0.17 17.60 Vu < PhiVc/2 Not Reqd 9 17.6 0.0 0.0 +1.20D+1.60L+0.50S+160H, 2 6.86 3.00 3.25 325 4.82 0.17 17.60 Vu < PhiVc/2 Not Reqd 9 17.6 00 00 + 1.20D+ 1.60L +0.50S+ 1.60H, 2 6.89 300 3.23 3.23 4.74 0.17 17.60 Vu < PhiVc/2 Not Reqd 9 17.6 0.0 00 +1.20D+1.60L +0.50S+ 1.60H , 2 6.91 300 3.20 320 4.66 0.17 17.61 Vu < PhiVc/2 Not Reqd 9 17.6 00 00 +1.20D+1.60L +0.50S+1.60H, 2 6.93 3.00 3.18 318 4.58 0.17 17.61 Vu < PhiVc/2 Not Reqd 9 17.6 00 00 + 1.20D+ 1.60L +0.50S+1 .60H , 2 6.96 300 3.16 3.16 4.50 0.18 17.61 Vu< PhNc/2 Not Reqd 9 17.6 0.0 00 +1.20D+1.60L +0.50S+ 1 60H , 2 6.98 3.00 3.13 3.13 4.43 0.18 17.62 Vu < PhiVc/2 Not Reqd 9 17.6 0.0 0.0 +1.20D+1.60L+0.50S+1 60H , 2 7.01 3.00 3.11 3.11 4.35 0.18 17.62 Vu < PhiVc/2 Not Reqd 9 17.6 00 00 + 1.200+ 1.60L +0.50S+ 1.60H , 2 7.03 300 3.08 3.08 4.28 0.18 17.63 Vu< PhNc/2 Not Reqd 9 17.6 0.0 00 +1.200+ 1.60L +0.50S+ 1.60H , 2 706 300 306 306 4.20 0.18 17.63 Vu < PhiVc/2 Not Reqd 9 17.6 00 00 +1.20D+1.60L +0.50S+ 1.60H , 2 7.08 3.00 303 3.03 4.13 0.18 17.63 Vu < PhiVc/2 Not Reqd 9 17.6 00 00 + 1.20D+ 1.60L +0.50S+ 1.60H , 2 7.11 3.00 3.01 3.01 4.05 0.19 17.64 Vu< PhNc/2 Not Reqd 9 17.6 0.0 0.0 + 1.20D+ 1.60L +0.50S+1.60H, 2 7.13 3.00 2.98 2.98 398 0.19 17.64 Vu < PhiVc/2 Not Reqd 9 17.6 00 00 +1.200+ 1.60L +0.50S+ 1.60H , 2 7.16 3.00 2.96 2.96 3.9 1 0.19 17.65 Vu < PhiVc/2 Not Reqd 9 17.6 00 00 +1.20D+ 1 60L +O 50S+ 1 60H . 2 7.18 300 2.93 2.93 3.83 0.19 17.65 Vu < PhiVc/2 Not Reqd 9 17.7 0.0 00 + 1.20D+ 1.60L +0.50S+1.60H, 2 720 3.00 2.91 2.91 3.76 0.19 17.66 Vu < PhiVc/2 Not Reqd 9 17.7 00 00 +1.200+ 1.60L+0.50S+ 1.60H , 2 7.23 3.00 2.88 2.88 3.69 0.20 17.66 Vu < PhiVc/2 Not Reqd 9 17.7 0.0 0.0 +1.20D+ 1.60L +0.50S+ 1 60H . 2 7.25 3.00 2.86 2.86 3.62 0.20 17.67 Vu < PhiVc/2 Not Reqd 9 17.7 0.0 00 + 1.20D+1.60 L +0.50S+1 60H , 2 7.28 3.00 2.83 2.83 3.55 0.20 17.67 Vu < PhiVc/2 Not Reqd 9 17.7 0.0 0.0 +1.20D+ 1.60 L+0.50S+ 1.60H , 2 7.30 3.00 2.81 2.81 3.48 0.20 17.68 Vu < PhiVc/2 Not Reqd 9 17.7 0.0 0.0 +1.20D+ 1.60L +O 50S+1.60H , 2 7.33 300 2.78 2.78 341 0.20 17.68 Vu < PhiVc/2 Not Reqd 9 17.7 0.0 0.0 +1.20D+1.60L+0.50S+1 60H , 2 7.35 3.00 2.76 2.76 3.35 0.21 17.69 Vu < PhiVc/2 Not Reqd 9 17.7 0.0 0.0 +1.20D+ 1.60 L+0.50S+ 1.60H, 2 7.38 3.00 2.73 2.73 3.28 0.21 17.69 Vu < PhiVc/2 Not Re qd 9 17.7 00 00 + 1.20D+ 1.60L +0.50S+ 1.60H , 2 7.40 3.00 2.71 2.71 3.21 0.21 17.70 Vu < PhiVc/2 Not Reqd 9 17.7 0.0 0.0 +1.20D+1.60L +0.50S+1.60H , 2 7.42 300 2.69 2.69 3.15 0.21 17.70 Vu < PhiVc/2 Not Reqd 9 17.7 0.0 0.0 +1.20D+1.60L +O 50S+ 1.60H , 2 7.45 3.00 2.66 2.66 3.08 0.22 17.71 Vu < PhiVc/2 Not Reqd 9 17.7 0.0 0.0 + 1.20D+ 1.60L +0.50S+ 1.60H , 2 7.47 3.00 2.64 2.64 3.02 0.22 17.71 Vu < PhiVc/2 Not Reqd 9 17.7 0.0 0.0 PA2019-142 14 William Simpson & Associates , Inc. Project nle: Cisson Design for elevated slab . WSA#7355 23 Orchard Rd , Sui t 250 Engineer: Masoud Jafa n, SE PrQJect ID: Lake Forest, CA 92630 Project Descr: TiUe Block Line 6 Printed: 6 JUN 2019, 11:44AM File = P:IPROJECTS\7355 • Stolz\CALCS\7355.ec6 ENERCALC. INC. 1983-2016. Build:6.16.8.31 , Ver:6.16.8.31 Desc ri pti on : 6' SLAB Detailed Shear Information Span Distance 'd' Vu (k) Mu d·Vu/Mu Ph i.Ve Commen t Phi-vs Ph i·vn Spac ing (in) Load Combination Number (ft) (in) Actual Design (k-ft) (k) (k) (k) Req'd Suggest + 1.20D+ 1.60L+0.50S+1.60H , 2 7.50 3.00 2.61 2.61 2.95 0.22 17.72 Vu < PhiVc/2 Not Reqd 9 17.7 0.0 0.0 + 1.20D+ 1.60 L +0.50S+ 1.60H , 2 7.52 3.00 2.59 2.59 2.89 0.22 17.73 Vu < PhiVc/2 Not Reqd 9 17.7 0.0 0.0 +1.200+ 1.60L +0.50S+1.60H, 2 7.55 3.00 2.56 2.56 2.82 0.23 17.73 Vu < PhiVc/2 Not Reqd 9 17.7 0.0 0.0 +1.200+ 1.60L +0.50S+ 1.60H , 2 7.57 3.00 2.54 2.54 2.76 0.23 17.74 Vu < PhiVc/2 Not Reqd 9 17.7 0.0 0.0 + 1.20D+ 1.60L +0.50S+ 1.60H , 2 7.60 3.00 2.5 1 2.51 2.70 0.23 17.75 Vu < PhiVc/2 Not Reqd 9 17.7 0.0 0.0 + 1.20D+ 1.60L +0.50S+1.60H , 2 7.62 3.00 2.49 2.49 2.64 0.24 17.75 Vu < PhiVc/2 Not Reqd 9 17.8 00 00 +1.20D+ 1.60 L +0.50S+ 1.60H , 2 7.64 3.00 2.46 2.46 2.58 0.24 17.76 Vu < PhiVc/2 Not Reqd 9 17.8 0.0 0.0 +1.20D+1.60L+0.50S+160H. 2 7.67 3.00 2.44 2.44 2.52 0.24 17.77 Vu < PhiVc/2 Not Reqd 9 17.8 00 00 + 1.200+ 1.60L +0.50S+1 .60H , 2 7.69 3.00 2.41 2.41 2.46 0.25 17.78 Vu < PhiVc/2 Not Reqd 9 17.8 00 00 +1.20D+ 1.60L +0.50S+ 1 60H . 2 7.72 3.00 2.39 2.39 2.40 0.25 17.78 Vu < PhiVc/2 Not Reqd 9 17.8 0.0 0.0 + 1.20D+ 1.60L +0.50S+ 1.60H , 2 7.74 3.00 2.36 2.36 2.34 0.25 17.79 Vu < PhiVc/2 Not Reqd 9 17.8 0.0 0.0 + 1.20D+ 1.60L +0.50S+1.60H , 2 7.77 300 2.34 2.34 2.28 0.26 17.80 Vu < PhiVc/2 Not Reqd 9 17.8 00 00 +1.20D+ 1.60L +0.50S+ 1 60H . 2 7.79 3.00 2.31 2.31 2.23 0.26 17.81 Vu < PhiVc/2 Not Reqd 9 17.8 0.0 0.0 +1.20D+1.60L+0.50S+160H. 2 7.82 3.00 2.29 2.29 2.17 0.26 17.82 Vu < PhiVc/2 Not Reqd 9 17.8 00 00 + 1.200+ 1.60L +0.50S+1.60H , 2 7.84 300 2.26 2.26 2.12 0.27 17.83 Vu < PhiVc/2 Not Reqd 9 17.8 00 00 +1.20D+1.60 L +0.50S+ 1.60H , 2 7.87 300 2.24 2.24 2.06 0.27 17.84 Vu < PhiVc/2 Not Reqd 9 17.8 0.0 0.0 +1.20D+1.60L+0.50S+160H. 2 7.89 3.00 2.22 2.22 2.01 0.28 17.85 Vu < PhiVc/2 Not Reqd 9 17.8 00 00 + 1.20D+ 1.60 L+0.50S+1.60H . 2 7.91 3.00 2.19 2.19 1.95 0.28 17.86 Vu < PhiVc/2 Not Reqd 9 17.9 0.0 0.0 + 1.20D+1.60L +0.50S+1.60H, 2 7.94 3.00 2.17 2.17 1.90 0.29 17.87 Vu < PhiVc/2 Not Reqd 9 17.9 0.0 0.0 +1.20D+1.60L+0.50S+160H. 2 7.96 300 2.14 2.14 1.85 0.29 17.88 Vu < PhiVc/2 Not Reqd 9 17 .9 0.0 0.0 +1.20D+ 1.60L +0.50S+1.60H . 2 7.99 300 2.12 2.12 1.79 0.30 17.89 Vu < PhiVc/2 Not Reqd 9 17.9 0.0 0.0 + 1.20D+1.60L +0.50S+1.60H, 2 8.01 3.00 2.1 0 2.10 3 18 0.16 17.59 Vu < PhiVc/2 Not Reqd 9 17.6 0.0 0.0 + 1.200+ 1.60L +0.50S+ 1.60H , 2 8.04 3.00 208 2.08 3.13 0.17 17.59 Vu < PhiVc/2 Not Reqd 9 17.6 0.0 0.0 +1.20D+1.60L+0.50S+1 60H , 2 8.06 300 206 206 308 0.17 17.60 Vu < PhiVc/2 Not Reqd 9 17.6 0.0 0.0 +1.20D+ 1.60L +0.50S+ 1 60H , 2 809 3.00 2.05 2.05 303 0.17 17.60 Vu < PhiVc/2 Not Reqd 9 17.6 0.0 0.0 + 1.200+ 1.60 L +0.50S+ 1.60H , 2 8.11 3.00 203 2.03 2.98 0.17 17.60 Vu < PhiVc/2 Not Reqd 9 17.6 0.0 0.0 + 1.20D+ 1.60L +0.50S+ 1.60H , 2 8.13 300 201 201 2.93 0.17 17.61 Vu < PhiVc/2 Not Reqd 9 17.6 00 00 +1.20D+1.60L +0.50S+ 1.60H , 2 8.16 3.00 1.99 1.99 2.88 0.17 17.61 Vu < PhiVc/2 Not Reqd 9 17.6 0.0 0.0 +1.20D+1.60L+0.50S+160H, 2 8.18 3.00 1.98 1.98 2.83 0.17 17.61 Vu < PhiVc/2 Not Reqd 9 17.6 00 00 + 1.20D+ 1.60L +0.50S+ 1.60H, 2 8.21 300 1.96 1.96 2.78 0.18 17.62 Vu < PhiVc/2 Not Reqd 9 17.6 0.0 00 +1.20D+1.60L +0.50S+ 1.60H , 2 8.23 300 1.94 1.94 2.74 0.18 17.62 Vu < PhiVc/2 Not Reqd 9 17.6 00 00 +1.20D+1.60L +0.50S+1.60H, 2 8.26 3.00 1.93 1.93 2.69 0.18 17.62 Vu < PhiVc/2 Not Reqd 9 17.6 00 00 + 1.20D+ 1.60L +0.50S+1 .60H , 2 8.28 300 1.91 1.91 2.64 0.18 17.63 Vu< PhNc/2 Not Reqd 9 17.6 0.0 00 +1.20D+1.60L +0.50S+ 1 60H , 2 8.31 3.00 1.89 1.89 2.60 0.18 17.63 Vu < PhiVc/2 Not Reqd 9 17.6 0.0 0.0 +1.20D+1.60L+0.50S+1 60H , 2 8.33 3.00 1.88 1.88 2.55 0.18 17.63 Vu < PhiVc/2 Not Reqd 9 17.6 00 00 + 1.200+ 1.60L +0.50S+ 1.60H , 2 8.36 300 1.86 1.86 2.50 0.19 17.64 Vu< PhNc/2 Not Reqd 9 17.6 0.0 00 +1.200+ 1.60L +0.50S+ 1.60H , 2 8.38 300 1.84 1.84 2.46 0.19 17.64 Vu < PhiVc/2 Not Reqd 9 17.6 00 00 +1.20D+1.60L +0.50S+ 1.60H , 2 8.40 3.00 1.83 1.83 2.41 0.19 17.65 Vu < PhiVc/2 Not Reqd 9 17.6 00 00 + 1.20D+ 1.60L +0.50S+ 1.60H , 2 8.43 3.00 1.81 1.81 2.37 0.19 17.65 Vu< PhNc/2 Not Reqd 9 17.7 0.0 0.0 + 1.20D+ 1.60L +0.50S+1.60H, 2 8.45 3.00 1.79 1.79 2.32 0.19 17.65 Vu < PhiVc/2 Not Reqd 9 17.7 00 00 +1.200+ 1.60L +0.50S+ 1.60H , 2 8.48 3.00 1.77 1.77 2.28 0.19 17.66 Vu < PhiVc/2 Not Reqd 9 17.7 00 00 +1.20D+ 1 60L +O 50S+ 1 60H . 2 8.50 300 1.76 1.76 2.24 0.20 17.66 Vu < PhiVc/2 Not Reqd 9 17.7 0.0 00 + 1.20D+ 1.60L +0.50S+1.60H, 2 8.53 3.00 1.74 1.74 2.20 0.20 17.67 Vu < PhiVc/2 Not Reqd 9 17.7 00 00 +1.200+ 1.60L+0.50S+ 1.60H , 2 8.55 3.00 1.72 1.72 2.15 0.20 17.67 Vu < PhiVc/2 Not Reqd 9 17.7 0.0 0.0 +1.20D+ 1.60L +0.50S+ 1 60H . 2 8.58 3.00 1.71 1.71 2.11 0.20 17.68 Vu < PhiVc/2 Not Reqd 9 17.7 0.0 00 + 1.20D+1.60 L +0.50S+1 60H , 2 8.60 3.00 1.69 1.69 2.07 0.20 17.68 Vu < PhiVc/2 Not Reqd 9 17.7 0.0 0.0 +1.20D+ 1.60 L+0.5 0S + 1.60H , 2 8.62 3.00 1.67 1.67 203 0.21 17.69 Vu < PhiVc/2 Not Reqd 9 17.7 0.0 0.0 +1.20D+ 1.60L +0.50S+1.60H , 2 8.65 300 1.66 1.66 1.99 0.21 17.69 Vu < PhiVc/2 Not Reqd 9 17.7 0.0 0.0 +1.20D+1.60L+0.50S+1 60H , 2 8.67 3.00 1.64 1.64 1.95 0.21 17.70 Vu < PhiVc/2 Not Reqd 9 17.7 0.0 0.0 +1.20D+ 1.60 L+0.50S+ 1.60H, 2 8.70 3.00 1.62 1.62 1.91 0.21 17.70 Vu < PhiVc/2 Not Reqd 9 17.7 00 00 + 1.20D+ 1.60L +0.50S+ 1.60H , 2 8.72 3.00 1.61 1.61 1.87 0.21 17.71 Vu < PhiVc/2 Not Reqd 9 17.7 0.0 0.0 +1.20D+1.60L +0.50S+1.60H , 2 8.75 300 1.59 1.59 1.83 0.22 17.71 Vu < PhiVc/2 Not Reqd 9 17.7 0.0 0.0 +1.20D+1.60L +O 50S+ 1.60H , 2 8.77 3.00 1.57 1.57 1.79 0.22 17.72 Vu < PhiVc/2 Not Reqd 9 17.7 0.0 0.0 + 1.20D+ 1.60L +0.50S+ 1.60H , 2 8.80 3.00 1.55 1.55 1.75 0.22 17.72 Vu < PhiVc/2 Not Reqd 9 17.7 0.0 0.0 PA2019-142 15 William Simpson & Associates , Inc. Project nle: Cisson Design for elevated slab . WSA#7355 23 Orchard Rd , Su it 250 Engineer: Masoud Jafa n, SE PrQJect ID: Lake Forest, CA 92630 Project Descr: TiU e Block Line 6 Printed: 6 JUN 2019, 11:44AM File = P:IPROJECTS\7355 • Stolz\CALCS\7355.ec6 ENERCALC. INC. 1983-2016. Build:6.16.8.31 , Ver:6.16.8.31 Desc ri pti on : 6' SLAB Detailed Shear Information Span Distance 'd' Vu (k) Mu d·Vu/Mu Ph i.Ve Commen t Phi-vs Ph i·vn Spac ing (in) Load Combination Number (ft) (in) Actual Design (k-ft) (k) (k) (k) Req'd Suggest + 1.20D+ 1.60L+0.50S+1.60H, 2 8.82 3.00 1.54 1.54 1.71 0.22 17.73 Vu < PhiVc/2 Not Reqd 9 17.7 0.0 0.0 + 1.20D+ 1.60 L +0.50S+ 1.60H , 2 8.84 3.00 1.52 1.52 1.68 0.23 17.73 Vu < PhiVc/2 Not Reqd 9 17.7 0.0 0.0 +1.200+ 1.60L +0.50S+1.60H, 2 8.87 3.00 1.50 1.50 1.64 0.23 17.74 Vu < PhiVc/2 Not Reqd 9 17.7 0.0 0.0 +1.200+ 1.60L +0.50S+ 1.60H , 2 8.89 3.00 1.49 1.49 1.60 0.23 17.75 Vu < PhiVc/2 Not Reqd 9 17.7 0.0 0.0 + 1.20D+ 1.60L +0.50S+ 1.60H , 2 8.92 3.00 1.47 1.47 1.57 0.23 17.75 Vu < PhiVc/2 Not Reqd 9 17 .8 0.0 0.0 + 1.20D+ 1.60L +0.50S+1.60H , 2 8.94 3.00 1.45 1.45 1.53 0.24 17.76 Vu < PhiVc/2 Not Reqd 9 17.8 00 00 +1.20D+ 1.60 L +0.50S+ 1.60H , 2 8.97 3.00 1.44 1.44 1.49 0.24 1777 Vu < PhiVc/2 Not Reqd 9 17.8 0.0 0.0 +1.20D+1.60L+0.50S+160H. 2 8.99 3.00 1.42 1.42 1.46 0.24 1777 Vu < PhiVc/2 Not Reqd 9 17.8 00 00 + 1.200+ 1.60L +0.50S+1 .60H , 2 9.02 3.00 140 1.40 1.43 0.25 17.78 Vu < PhiVc/2 Not Reqd 9 17.8 00 00 +1.20D+ 1.60L +0.50S+ 1 60H . 2 9.04 3.00 1.39 1.39 1.39 0.25 17.79 Vu < PhiVc/2 Not Reqd 9 17.8 0.0 0.0 + 1.20D+ 1.60L +0.50S+ 1.60H , 2 9.07 3.00 1.37 1.37 1.36 0.25 17.79 Vu < PhiVc/2 Not Reqd 9 17.8 0.0 0.0 + 1.20D+ 1.60L +0.50S+1.60H , 2 9.09 300 1.35 1.35 1.32 0.26 17.80 Vu < PhiVc/2 Not Reqd 9 17.8 00 00 +1.20D+ 1.60L +0.50S+ 1 60H . 2 9.11 3.00 1.34 1.34 1.29 0.26 1781 Vu < PhiVc/2 Not Reqd 9 17.8 0.0 0.0 +1.20D+1.60L+0.50S+160H. 2 9.14 3.00 1.32 1.32 1.26 0.26 17.82 Vu < PhiVc/2 Not Reqd 9 17.8 00 00 + 1.200+ 1.60L +0.50S+1.60H , 2 9.16 300 1.30 1.30 1.23 0.27 17.82 Vu < PhiVc/2 Not Reqd 9 17.8 00 00 +1.20D+1.60L +0.50S+ 1.60H , 2 9.19 300 1.28 1.28 1.1 9 0.27 1783 Vu < PhiVc/2 Not Reqd 9 17.8 0.0 0.0 +1.20D+1.60L+0.50S+160H. 2 9.21 3.00 1.27 1.27 1.16 0.27 17.84 Vu < PhiVc/2 Not Reqd 9 17.8 00 00 + 1.20D+ 1.60L+0.50S+1.60H. 2 9.24 3.00 1.25 1.25 1.13 0.28 17.85 Vu < PhiVc/2 Not Reqd 9 17.8 0.0 0.0 + 1.20D+1.60L +0.50S+1.60H, 2 9.26 3.00 1.23 1.23 1.1 0 0.28 17.86 Vu < PhiVc/2 Not Reqd 9 17.9 0.0 0.0 +1.20D+1.60L+0.50S+160H. 2 9.29 300 1.22 1.22 1.07 0.28 17.87 Vu < PhiVc/2 Not Reqd 9 17.9 0.0 0.0 +1.20D+ 1.60L +0.50S+1.60H. 2 9.31 300 1.20 1.20 1.04 0.29 17.88 Vu < PhiVc/2 Not Reqd 9 17.9 0.0 0.0 + 1.20D+1.60L +0.50S+1.60H, 2 9.33 3.00 1.18 1.18 1.01 0.29 17.89 Vu < PhiVc/2 Not Reqd 9 17.9 0.0 0.0 + 1.200+ 1.60L +0.50S+ 1.60H , 2 9.36 3.00 1.17 1.17 0.98 0.30 17.89 Vu < PhiVc/2 Not Reqd 9 17.9 0.0 0.0 +1.20D+1.60L+0.50S+160H, 2 9.38 300 1.15 1.15 0.96 0.30 17.91 Vu < PhiVc/2 Not Reqd 9 17.9 0.0 0.0 +1.20D+ 1.60L +0.50S+ 1 60H , 2 9.41 3.00 1.13 1.13 0.93 0.30 17.92 Vu < PhiVc/2 Not Reqd 9 17.9 0.0 0.0 + 1.200+ 1.60 L +0.50S+ 1.60H , 2 9.43 3.00 1.12 1.12 0.90 0.31 17.93 Vu < PhiVc/2 Not Reqd 9 17.9 0.0 0.0 + 1.20D+ 1.60L +O 50S+ 1.60H , 2 9.46 300 1.10 1.10 0.87 0.31 17.94 Vu < PhiVc/2 Not Reqd 9 17.9 00 00 +1.20D+1.60L +0.50S+ 1.60H , 2 9.48 3.00 1.08 1.08 0.85 0.32 17.95 Vu < PhiVc/2 Not Reqd 9 17.9 0.0 0.0 +1.20D+1.60L+0.50S+160H, 2 9.51 3.00 1.06 1.06 0.82 0.32 17.96 Vu < PhiVc/2 Not Reqd 9 18.0 00 00 + 1.20D+ 1.60L +0.50S+ 1.60H, 2 9.53 300 1.05 1.05 0.80 0.33 17.97 Vu < PhiVc/2 Not Reqd 9 18.0 0.0 00 +1.20D+1.60L +0.50S+ 1.60H , 2 9.56 300 1.03 103 077 0.33 17.99 Vu < PhiVc/2 Not Reqd 9 18.0 00 00 +1.20D+1.60L +0.50S+1.60H, 2 9.58 3.00 1.01 101 0.74 0.34 18.00 Vu < PhiVc/2 Not Reqd 9 18.0 00 00 + 1.20D+ 1.60L +0.50S+1 .60H , 2 9.60 300 1.00 1.00 072 0.35 1801 Vu< PhNc/2 Not Reqd 9 18.0 0.0 00 +1.20D+1.60L +0.50S+ 1 60H , 2 9.63 3.00 0.98 0.98 0.70 0.35 1803 Vu < PhiVc/2 Not Reqd 9 18.0 0.0 0.0 +1.20D+1.60L+0.50S+160H, 2 9.65 3.00 0.96 0.96 0.67 0.36 1804 Vu < PhiVc/2 Not Reqd 9 18.0 00 00 + 1.200+ 1.60L +0.50S+ 1.60H , 2 9.68 300 0.95 0.95 0.65 0.36 1805 Vu< PhNc/2 Not Reqd 9 18.1 0.0 00 +1.200+ 1.60L +0.50S+ 1.60H , 2 9.70 300 0.93 0.93 0.63 0.37 1807 Vu < PhiVc/2 Not Reqd 9 18.1 00 00 +1.20D+1.60L +0.50S+ 1.60H , 2 9.73 3.00 0.91 0.91 0.60 0.38 1809 Vu < PhiVc/2 Not Reqd 9 18.1 00 00 + 1.20D+ 1.60L +0.50S+ 1.60H , 2 9.75 3.00 0.90 0.90 0.58 0.39 18.10 Vu< PhNc/2 Not Reqd 9 18.1 0.0 0.0 + 1.20D+ 1.60L +0.50S+1.60H, 2 9.78 3.00 088 0.88 0.56 0.39 18.12 Vu < PhiVc/2 Not Reqd 9 18.1 00 00 +1.200+ 1.60L +0.50S+ 1.60H , 2 9.80 3.00 0.86 0.86 0.54 0.40 18.14 Vu < PhiVc/2 Not Reqd 9 18.1 00 00 +1.20D+ 1 60L +O 50S+ 1 60H. 2 9.82 300 085 0.85 0.52 0.41 18.16 Vu < PhiVc/2 Not Reqd 9 18.2 0.0 00 + 1.20D+ 1.60L +0.50S+1.60H, 2 9.85 3.00 083 0.83 0.50 0.42 18.18 Vu < PhiVc/2 Not Reqd 9 18.2 00 00 +1.200+ 1.60L+0.50S+ 1.60H , 2 9.87 3.00 0.81 0.81 0.48 0.43 1820 Vu < PhiVc/2 Not Reqd 9 18.2 0.0 0.0 +1.20D+ 1.60L +0.50S+ 1 60H. 2 9.90 3.00 0.79 0.79 0.46 0.43 18.22 Vu < PhiVc/2 Not Reqd 9 18.2 0.0 00 + 1.20D+1.60L +0.50S+1 60H , 2 9.92 3.00 0.78 0.78 0.44 0.44 18.24 Vu < PhiVc/2 Not Reqd 9 18.2 0.0 0.0 +1.20D+ 1.60L+0.50S+ 1.60H , 2 9.95 3.00 0.76 0.76 0.42 0.45 1826 Vu < PhiVc/2 Not Reqd 9 18.3 0.0 0.0 +1.20D+ 1.60L +0.50S+1.60H, 2 9.97 300 0.74 0.74 0.40 0.46 18.29 Vu < PhiVc/2 Not Reqd 9 18.3 0.0 0.0 +1.20D+1.60L+0.50S+160H, 2 1000 3.00 073 0.73 0.38 0.48 18.31 Vu < PhiVc/2 Not Reqd 9 18.3 0.0 0.0 +1.20D+ 1.60 L+0.50S+ 1.60H, 2 10.02 3.00 0.71 0.71 0.36 0.49 18.34 Vu < PhiVc/2 Not Reqd 9 18.3 00 00 + 1.20D+ 1.60L +0.50S+ 1.60H , 2 10 04 3.00 0.69 0.69 0.35 0.50 1837 Vu < PhiVc/2 Not Reqd 9 18.4 0.0 0.0 +1.20D+1.60L +0.50S+1.60H, 2 10.07 300 0.68 0.68 0.33 0.51 18.40 Vu < PhiVc/2 Not Reqd 9 18.4 0.0 0.0 +1.20D+1.60L +0.50S+ 1.60H , 2 10.09 3.00 -0.68 0.68 1.03 0.16 17.59 Vu < PhiVc/2 Not Reqd 9 17.6 0.0 0.0 + 1.20D+ 1.60L +0.50S+ 1.60H , 2 10.12 3.00 -0 .70 0.70 1.01 0.17 17.61 Vu < PhiVc/2 Not Reqd 9 17 .6 0.0 0.0 PA2019-142 16 William Simpson & Associates , Inc. Project nle: Cisson Design for elevated slab 23 Orchard Rd , Su it 250 Engineer: Masoud Jafa n, SE Project ID: WSA#7355 Lake Forest, CA 92630 Project Descr: TiU e Block Line 6 Printed: 6 JUN 2019, 11:44AM File = P:IPROJECTS\7355 • Stolz\CALCS\7355.ec6 ENERCALC. INC. 1983-2016. Build:6.16.8.31 , Ver:6.16.8.31 Desc ri pti on : 6' SLAB Detailed Shear Information Span Distance 'd' Vu (k) Mu d·Vu/Mu Ph i.Ve Commen t Phi-vs Ph i·vn Spac ing (in) Load Combination Number (ft) (in) Actual Design (k-ft) (k) (k) (k) Req'd Suggest + 1.20D+ 1.60L+0.50S+1.60H , 2 10.14 3.00 -0.73 0.73 0.99 0.18 17.63 Vu < PhiVc/2 Not Reqd 9 17.6 0.0 0.0 + 1.20D+ 1.60 L +0.50S+ 1.60H , 2 10.17 3.00 -0.75 0.75 0.98 0.19 17.65 Vu < PhiVc/2 Not Reqd 9 17.7 0.0 0.0 +1.200+ 1.60L +0.50S+1.60H, 2 10.19 3.00 -0.78 0.78 0.96 0.20 17.68 Vu < PhiVc/2 Not Reqd 9 17.7 0.0 0.0 +1.200+ 1.60L +0.50S+ 1.60H , 2 10.22 3.00 -0.80 0.80 0.94 0.21 17.70 Vu < PhiVc/2 Not Reqd 9 17.7 0.0 0.0 + 1.20D+ 1.60L +0.50S+ 1.60H , 2 10.24 3.00 -0.83 0.83 0.92 0.22 17.73 Vu < PhiVc/2 Not Reqd 9 17.7 0.0 0.0 + 1.20D+ 1.60L +0.50S+1.60H , 2 10.27 3.00 -0.85 0.85 0.90 0.24 17.76 Vu < PhiVc/2 Not Reqd 9 17.8 00 00 +1.20D+ 1.60 L +0.50S+ 1.60H , 2 10.29 3.00 -0.88 0.88 0.88 0.25 17.79 Vu < PhiVc/2 Not Reqd 9 17.8 0.0 0.0 +1.20D+1.60L+0.50S+160H. 2 10.31 3.00 -0.90 0.90 0.85 0.26 17.82 Vu < PhiVc/2 Not Reqd 9 17.8 00 00 + 1.200+ 1.60L +0.50S+1 .60H , 2 10.34 3.00 -0.92 0.92 0.83 0.28 17.85 Vu < PhiVc/2 Not Reqd 9 17.9 00 00 +1.20D+ 1.60L +0.50S+ 1 60H . 2 10.36 3.00 -0.95 0.95 0.81 0.29 17.89 Vu < PhiVc/2 Not Reqd 9 17.9 0.0 0.0 + 1.20D+ 1.60L +0.50S+ 1.60H , 2 10.39 3.00 -0 .97 0.97 0.79 0.31 17.93 Vu < PhiVc/2 Not Reqd 9 17.9 0.0 0.0 + 1.20D+ 1.60L +0.50S+1.60H , 2 10.41 300 -1 .00 1.00 0.76 0.33 17.97 Vu < PhiVc/2 Not Reqd 9 18.0 00 00 +1.20D+ 1.60L +0.50S+ 1 60H . 2 10.44 3.00 -1.02 1.02 0.74 0.35 18.01 Vu < PhiVc/2 Not Reqd 9 18.0 0.0 0.0 +1.20D+1.60L+0.50S+160H. 2 10.46 3.00 -1.05 1.05 0.7 1 0.37 18.06 Vu < PhiVc/2 Not Reqd 9 18.1 00 00 + 1.200+ 1.60L +0.50S+1.60H , 2 10.49 300 -1 .07 1.07 0.69 0.39 18.12 Vu < PhiVc/2 Not Reqd 9 18.1 00 00 +1.20D+1.60L +0.50S+ 1.60H , 2 10.51 300 -1.10 1.10 0.66 0.42 18.18 Vu < PhiVc/2 Not Reqd 9 18.2 0.0 0.0 +1.20D+1.60L+0.50S+160H. 2 10.53 3.00 -1.12 1.12 0.63 0.44 18.24 Vu < PhiVc/2 Not Reqd 9 18.2 00 00 + 1.20D+ 1.60L+0.50S+1.60H. 2 10.56 3.00 -1.15 1.15 0.60 0.47 18.31 Vu < PhiVc/2 Not Reqd 9 18.3 0.0 0.0 + 1.20D+1.60L +0.50S+1.60H, 2 10.58 3.00 -1.17 1.17 0.58 0.51 18.39 Vu < PhiVc/2 Not Reqd 9 18.4 0.0 0.0 +1.20D+1.60L+0.50S+160H. 2 10.61 300 -1.20 1.20 0.55 0.55 18.48 Vu < PhiVc/2 Not Reqd 9 18 .5 0.0 0.0 +1.20D+ 1.60L +0.50S+1.60H. 2 10.63 300 -1.22 1.22 0.52 0.59 18.58 Vu < PhiVc/2 Not Reqd 9 18.6 0.0 0.0 + 1.20D+1.60L +0.50S+1.60H, 2 10.66 3.00 -1.25 1.25 0.49 0.64 18.70 Vu < PhiVc/2 Not Reqd 9 18.7 0.0 0.0 + 1.200+ 1.60L +0.50S+ 1.60H , 2 10.68 3.00 -1.27 1.27 0.46 0.70 18.83 Vu < PhiVc/2 Not Reqd 9 18 .8 0.0 0.0 +1.20D+1.60L+0.50S+160H, 2 10.71 300 -130 1.30 0.42 0.76 18.98 Vu < PhiVc/2 Not Reqd 9 19.0 0.0 0.0 +1.20D+ 1.60L +0.50S+ 1 60H , 2 10.73 3.00 -1.32 1.32 0.39 0.84 19.16 Vu < PhiVc/2 Not Reqd 9 19.2 0.0 0.0 + 1.200+ 1.60 L +0.50S+ 1.60H , 2 10.76 3.00 .135 1.35 0.36 0.93 19.38 Vu < PhiVc/2 Not Reqd 9 19.4 0.0 0.0 + 1.20D+ 1.60L +0.50S+ 1.60H , 2 10.78 300 -137 1.37 0.33 1.00 19.53 Vu < PhiVc/2 Not Reqd 9 19.5 00 00 +1.20D+1.60L +0.50S+ 1.60H , 2 10.80 3.00 -1.39 1.39 0.29 1.00 19.53 Vu < PhiVc/2 Not Reqd 9 19.5 0.0 0.0 +1.20D+1.60L+0.50S+160H, 2 10.83 3.00 -1.42 1.42 0.26 1.00 19.53 Vu < PhiVc/2 Not Reqd 9 19.5 00 00 + 1.20D+ 1.60L +0.50S+ 1.60H, 2 10.85 300 -1 .44 1.44 0.22 1.00 19.53 Vu < PhiVc/2 Not Reqd 9 19.5 0.0 00 +1.20D+1.60L +0.50S+ 1.60H , 2 1088 300 -1.47 1.47 0.19 100 19.53 Vu < PhiVc/2 Not Reqd 9 19.5 00 00 +1.20D+1.60L +0.50S+1.60H, 2 10.90 3.00 -1.49 1.49 0.15 1.00 19.53 Vu < PhiVc/2 Not Reqd 9 19.5 00 00 + 1.20D+ 1.60L +0.50S+1 .60H , 2 10.93 300 -1.52 1.52 0.11 1.00 19.53 Vu< PhNc/2 Not Reqd 9 19.5 0.0 00 +1.20D+1.60L +0.50S+ 1 60H , 2 10.95 3.00 -1.54 1.54 0.08 1.00 19.53 Vu < PhiVc/2 Not Reqd 9 19.5 0.0 0.0 +1.20D+1.60L+0.50S+160H, 2 10.98 3.00 -1.57 1.57 0.04 100 19.53 Vu < PhiVc/2 Not Reqd 9 19.5 00 00 + 1.200+ 1.60L +0.50S+ 1.60H , 2 11 .00 300 -1 .59 1.59 0.00 1.00 19.53 Vu< PhNc/2 Not Reqd 9 19.5 0.0 00 Maximum Forces & Stresses for Load Combinations Load Combination Location (ft) Bending Stress Results (k-11) Segment Length Span# in Span Mu : Max Phi'Mnx Stress Ratio MAXimum BENDING Envelope Span# 1 1 5.000 -12.52 15.84 0.79 Span# 2 2 6.000 -12.63 15.84 0.80 + 1.400+ 1.60H Span# 1 1 5.000 -9.98 15.84 0.63 Span# 2 2 6.000 -10.06 15.84 0.64 +1.20D+0.50Lr+ 1.60L +1.60H, LL Comb Run ('L) Span# 1 1 5.000 -8.55 15.84 0.54 Span# 2 2 6.000 -8.63 15.84 0.54 +1.20D+0.50Lr+1.60L +1.60H. LL Comb Run (L ') Span# 1 1 5.000 -12.52 15.84 0.79 Span# 2 2 6.000 -12.63 15.84 0.80 +1.20D+0.50Lr+1.60L+1 .60H, LL Comb Run (LL) Span# 1 1 5.000 -12.52 15.84 0.79 Span# 2 2 6.000 -12.63 15.84 0.80 + 1.20D+ 1.60L +0.50S+ 1.60H. LL Comb Run ('l) Span# 1 1 5.000 -8.55 15.84 0.54 Span# 2 2 6.000 -8.63 15.84 0.54 PA2019-142 17 William Simpson & Associates , Inc. Project nle: Cisson Design for elevated slab 23 Orchard Rd , Su it 250 Engineer: Masoud Jafa n, SE Project ID: WSA#7355 Lake Forest, CA 92630 Project Descr: Printed: 6 JUN 2019, 11:44AM File = P:IPROJECTS\7355 • Stolz\CALCS\7355.ec6 ENERCALC. INC. 1983-2016. Build:6.16.8.31 , Ver:6.16.8.3 1 Desc ri ption : 6' SLAB Load Combination Location (ft) Bending Stress Results (k-ft) Segment Length Span# in Span Mu : Max Phi'Mnx Stress Ratio +1.20D+1.60L+0.50S+1.60H, LL Comb Run (L•) Span# 1 1 5.000 -12.52 15.84 0.79 Span# 2 2 6.000 -12.63 15.84 0.80 +1.20D+1.60L +0.50S+1.60H, LL Comb Run (L L) Span# 1 1 5.000 -12.52 15.84 0.79 Span# 2 2 6.000 -12.63 15.84 0.80 +1.20D+1.60Lr+0.50L +1.60H, LL Comb Run ('L) Span# 1 1 5.000 -8.55 15.84 054 Span# 2 2 6.000 -8.63 15.84 0.54 +1.20D+1.60Lr+0.50L+1.60H, LL Comb Ru n (L 1 Span# 1 1 5.000 -9.79 15.84 0.62 Span# 2 2 6.000 -9.88 15.84 0.62 +1.20D+1.60Lr+0.50L+1 .60H, LL Comb Run (LL) Span# 1 1 5.000 .9.79 15.84 0.62 Span# 2 2 6.000 -9.88 15.84 0.62 +1.20D+1.60Lr+0.50W+ 160H, LL Comb Run ("L) Span# 1 1 5.000 -8.55 15.84 0.54 Span# 2 2 6.000 -8.63 15.84 0.54 +1.20D+160Lr+O 50W+160H, LL Comb Run (L') Span# 1 1 5.000 -8.55 15.84 0.54 Span# 2 2 6.000 -8.63 15.84 0.54 +1.20D+1.60Lr+0.50W+1.60H, LL Comb Run (LL) Span# 1 1 5.000 -8.55 15.84 0.54 Span# 2 2 6.000 0 8.63 15.84 0.54 +1.20D+O 50L +1 .60S+1.60H, LL Comb Run ('L) Span# 1 1 5.000 -8.55 15.84 0.54 Span# 2 2 6.000 -8.63 15.84 0.54 +1.20D+050L+1 .60S+1.60H, LL Comb Run (L') Span# 1 1 5.000 .9.79 15.84 0.62 Span# 2 2 6.000 -9.88 15.84 0.62 +1.20D+0.50L +1 .60S+1.60H, LL Comb Run (L L) Span# 1 1 5.000 -9.79 15.84 0.62 Span# 2 2 6.000 -9.88 15.84 0.62 +1.20D+160S+O 50W+1.60H Span# 1 1 5.000 -8.55 15.84 0.54 Span# 2 2 6.000 -8.63 15.84 0.54 +1.20D+0.50Lr+0.50L+W+1.60H, LL Comb Run ('L) Span# 1 1 5.000 -8.55 15.84 0.54 Span# 2 2 6.000 -8.63 15.84 0.54 +1.20D+0.50Lr+0.50L +W+1.60H , LL Comb Run (L ') Span# 1 1 5.000 -9.79 15.84 0.62 Span# 2 2 6.000 -9.88 15.84 0.62 +1.20D+0.50Lr+0.50L +W+1 60H , LL Comb Run (LL) Span# 1 1 5.000 -9.79 15.84 0.62 Span# 2 2 6.000 -9.88 15.84 0.62 + 1 20D+O 50L +0.50S+W+ 1.60H, LL Comb Run ('L) Span# 1 1 5.000 -8.55 15.84 0.54 Span# 2 2 6.000 -8.63 15.84 0.54 +1.20D+0 .50L+0.50S+W+1 .60H , LL Comb Run (L •) Span# 1 1 5.000 -9.79 15.84 0.62 Span# 2 2 6.000 -9.88 15.84 0.62 +1.20D+O 50L +0.50S +W+1.60H , LL Comb Run (L L) Span# 1 1 5.000 -9.79 15.84 0.62 Span# 2 2 6.000 -9.88 15.84 0.62 +1.20D+0.50L +0.20S+E+1.60H, LL Comb Run ('L) Span# 1 1 5.000 -8.55 15.84 0.54 Span# 2 2 6.000 -8.63 15.84 0.54 +1.20D+0.50L+0.20S+E+1 .60H , LL Co mb Run (L•) Span# 1 1 5.000 -9.79 15.84 0.62 Span# 2 2 6.000 -9.88 15.84 0.62 + 1.20D+0.50L +0.20S+E+1.60H, LL Comb Run (LL) Span# 1 1 5.000 -9.79 15.84 0.62 Span# 2 2 6.000 -9.88 15.84 0.62 +0.90D+W+0.90H Span# 1 1 5.000 -6.42 15.84 0.41 Span# 2 2 6.000 -6.47 15.84 0.41 +0.90D+E+0.90H Span# 1 1 5.000 -6.42 15.84 0.41 Span# 2 2 6.000 -6.47 15.84 0.41 PA2019-142 Description : William Simpson & Associates , Inc. 23 Orchard Rd , Su it 250 Lake Forest, CA 92630 6' SLAB Overall Maximum Deflections Project nle: Engineer: Project Descr: 18 Cisson Des ign for elevated slab Masoud Jafa n, SE Project ID: WSA# 7355 Printed: 6 JUN 2019, 11:44AM File = P:IPROJECTS\7355 • Stolz\CAlCS\7355.ecG ENERCALC. INC. 1983-2016. Build:6.16.8.31 , Ver:6.16.8.31 load Combination Span Max .'." Def l location in Span load Combination Max."+" Defl location in Span +D+L +H, LL Comb Run (L ') 0.0550 0.000 +D+L+H , LL Com b Run (L•) -0 0005 5086 +D+L+H, LL Comb Run ('L) 2 0.0000 6.000 +D+L+H , LL Comb Run (L•) -0 .0055 2.143 Maximum Deflections for Load Combinations Load Combination Span Max . Downward Defl Location in Span Max. Upward Defl Location in Span +D+H 1 0 0•380 0.000 -0 .0003 5 086 +D+H 2 0.0000 6.000 -0 .0032 1.97 1 +D+L +H , LL Com b Run ('L) 1 0 0•343 0.000 -0.0002 5086 +D+L +H, LL Comb Run ('L) 2 00000 6.000 -00020 1.629 +D+L+H , LL Comb Run (L') 1 0.0-550 0.000 -0 .0005 5086 +D+L +H, LL Comb Run (L ') 2 0.0000 6.000 -0 .0055 2.143 +D+L +H, LL Comb Run (L L) 1 00·513 0000 -0 .0004 5.086 +D+L+H, LL Com b Run (L L) 2 0.0000 6.000 -0 .0042 1.97 1 +D+Lr+H , LL Comb Run ('L) 1 0 0•380 0000 -00003 5086 +D+Lr+H, LL Comb Run ('L) 2 0.0000 6.000 -0.0032 1.97 1 +D+Lr+H, LL Comb Run (L') 1 0 0•380 0.000 -0.0003 5 086 +D+Lr+H, LL Comb Run (L') 2 0.0000 6.000 -0 .0032 1.971 +D+Lr+H , LL Comb Run (LL) 1 0 0•380 0000 -0 .0003 5086 +D+Lr+H , LL Comb Run (LL) 2 0.0000 6.000 -0 .0032 1.97 1 +D+S+H 1 0 0•380 0.000 -0 .0003 5 086 +D+S+H 2 0.0000 6.000 -0 .0032 1.97 1 +D+0.750Lr+0.750 L+H, LL Comb Run(' 1 0 0•352 0.000 -0 .0003 5.086 +D+0.750Lr+0.750 L+H, LL Comb Run(' 2 00000 6.000 -0 .0023 1.629 +D+0.750Lr+0.750L+H, LL Comb Run (L 1 O.Q.508 0.000 -0 .0004 5086 +D+0.750Lr+0.750L+H. LL Comb Run (L 2 0.0000 6.000 -0 .0049 2.143 +D+0.750Lr+0.750 L+H, LL Comb Run (L 1 OD-480 0000 -0 .0004 5086 +D+O 750Lr+0.750L+H, LL Comb Run (L 2 0.0000 6.000 -0 .0040 1.97 1 +D+0.750L+0.750S+H, LL Comb Run ('L 1 0 0•352 0.000 -0 .0003 5086 +D+0 .750 L+0.750S+H, LL Comb Run ('L 2 00000 6.000 -0 .0023 1.629 +D+0.750L+0.750S+H, LL Comb Run (L' 1 OQ.508 0000 -0 .0004 5086 +D+0.750L+0.750S+H, LL Comb Run (L' 2 0.0000 6.000 -0 .0049 2.1 43 +D+0.750L+0.750S+H, LL Comb Run (LI 1 0.0•480 0000 -0.0004 5086 +D+0.750L+0.750S+H, LL Comb Run (LI 2 0.0000 6.000 -0 .0040 1.97 1 +D+0.60W+H 1 0 0•380 0.000 -0 .0003 5 086 +D+0.60W+H 2 00000 6.000 -00032 1.97 1 +D+0.70E+H 1 0 0•380 0000 -0 0003 5086 +D+0.70E+H 2 00000 6.000 -0 .0032 1.97 1 +D+0.750Lr+0.750L+0.450W+H , LL Corr 1 0 0•352 0.000 -0 .0003 5 086 +D+0.750Lr+0.750L+0.450W+H , LL Corr 2 0.0000 6.000 -0 .0023 1.629 +D+0.750Lr+0.750L+0.450W+H , LL Corr 1 0.0•508 0000 -0 .0004 5.086 +D+0.750Lr+0.750L+0.450W+H , LL Corr 2 0.0000 6.000 -0.0049 2.143 +D+0.750Lr+0.750L+0.450W+H, LL Corr 1 OD-480 0.000 -0 .0004 5086 +D+0 .750 Lr+0 .750L+0.450W+H , LL Corr 2 00000 6.000 -0 .0040 1.97 1 +D+0.750L+0.750S+0.450W+H , LL Com 1 0 0•352 0.000 -0 .0003 5 086 +D+0.750L+0.750S+0.450W+H , LL Com 2 0.0000 6.000 -0 .0023 1.629 +D+0750L+0.750S+0.450W+H , LL Com 1 0.0•508 0000 -0 0004 5086 +D+0 .750L+0.750S +0.450W+H , LL Com 2 0.0000 6.000 -0 .0049 2.143 +D+0.750L+0.750S+0.450W+H , LL Com 1 0.0•480 0.000 -0.0004 5 086 +D+0.750L+0.750S+0.450W+H , LL Com 2 0.0000 6.000 -0 .0040 1.97 1 +D+0750L+0.750S+0.5250E+H , LL Co rr 1 0Qi352 0000 -0.0003 5086 +D+0 .750L+0.750S+0.5250E+H , LL Corr 2 00000 6.000 -0 .0023 1.629 +D+0.750L+0.750S+0.5250E+H, LL Co rr 1 0.0·508 0.000 -0 .0004 5 086 +D+0.750L+0.750S+0.5250E+H , LL Corr 2 0.0000 6.000 -0 .0049 2.1 43 +D+0.750L+0.750S+0.5250E+H , LL Corr 1 OD-480 0000 -0 .0004 5.086 +D+0.750L+0.750S+0.5250E+H , LL Corr 2 00000 6.000 -00040 1.97 1 +O 60D+O 60W+O 60H 1 00•228 0.000 -0 .0002 5086 +0 600+0 60W+O 60H 2 0.0000 6.000 -0.00 19 1.97 1 +0.60D+0.70E+O. 60H 1 0 0'228 0000 -0 .0002 5.086 +0.60D+0.70E+0 .. 60H 2 0.0000 6.000 -0 .00 19 1.97 1 DOn ly 1 0 0•380 0.000 -0 .0003 5086 DOn ly 2 0.0000 6.000 -0.0032 1.97 1 Lr Only, LL Com b Run ('L) 1 0.0000 0.000 0.0000 0.000 Lr Only, LL Com b Run ('L) 2 0.0000 0.000 0.0000 0.000 Lr Only, LL Comb Run (L') 1 00000 0000 00000 0 000 PA2019-142 JJ C Q) William Simpson & Associates , Inc. 23 Orchard Rd , Su it 250 Lake Forest, CA 92630 Description : 6' SLAB Maximum Deflections for Load Combinations load Combination Lr Only, LL Comb Run (L') Lr Only, LL Com b Run (LL) Lr Only, LL Comb Run (LL) L Only, LL Comb Run ('L) L Only, LL Comb Run ('L) L Onl y, LL Comb Run (L ') L Onl y, LL Comb Run (L ') L Only, LL Comb Run (L L) L Only, LL Comb Run (L L) SOnly S0nly WOn ly WOn ly E On ly EOn ly HOn ly HOn ly I MEMBER···» -2 Span 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 Max . Downward Defl 0.0000 0.0000 00000 0.0001 0.00 14 00,110 0.0000 00,132 0.0000 00000 0.0000 00000 0.0000 00000 0.0000 0.0000 00000 E 0 .9 ~ .13 1.08 2,18 19 Project nle: Cisson Des ign for elevated slab Engineer: Masoud Jafa n, SE Project ID: WSA# 7355 Project Descr: location in Span 0.000 0.000 0000 5086 3.000 0.000 0.000 0.000 6.000 0000 0000 0000 0.000 0000 0.000 0.000 0000 5,47 Distance (ft) 657 Printed: 6 JUN 2019, 11:44AM File = P:IPROJECTS\7355 • Stolz\CAlCS\7355.ecG ENERCALC. INC. 1983-2016. Build:6.16.8.31 , Ver:6.16.8.31 Max. Upward Defl 0.0000 0.0000 00000 -0.0038 0.0000 -0 .0002 -0.0024 -0.0001 -0 .0011 00000 0.0000 00000 0.0000 00000 0.0000 0.0000 00000 Location in Span 8,7l 0.000 0.000 0 000 0.000 0.000 5 086 2.486 5 086 1.97 1 0 000 0.000 0 000 0.000 0.000 0.000 0.000 0 000 9,87 I + 1.40D + 1.6DH I + 1.2DD +rnl1+ l.6D l +l.60H, ll Co11b Run ('l) I + l.l DD+O.SDl1+ 1.6D l + 1.6DH, ll Co 11b Run (l ') I + UD D+O .m+ l.6Dl + 1.60H, ll (0111D Run (l l) I + l.2DD + l.60L +0.SOs+ 1.60H , ll Co111D Ru • ('L) I + l.lDD+ l.60l +0.SOS+ 1.60H, ll Co111b Ru • (l ') I + l.l DD+l.60 l +D.S0S+l.60 H, LL Co111b Ru• (ll ) I + 1.10D+l.b0li+0.S0l + 1.60H, ll Co111D Run ('l) I + l.lDD + l.60L,tD.SO L +l.60H, LL Co111b Run (L ') I + l.lDD+ l.60 l,tD .SO L +l.6 0H, Ll Co11b Run (ll) I + l.2DD+l.60l,tD.SDW +l.60H , ll Co111b Ru• ('L) I + UOD+ l.bOli+O.SDW +l.60H , ll Co11~ Ru• (l ') I + l.lDD + l.60L 1+D.S0W + 1.60H, lL Co111b R,• (ll) I + l.2DD+O.SOL + l.60S+ 1.60H, ll Co111b Ru• ('L) I + l.lDD+O. SOl + l.60S+l.60H , LL Co111D Run (L ') + 1.10D+D.rn + l.60S+ 1.60H, Ll Co111D Run (ll) + l.lDD + l.60S+O.S OW + 1.60H I + l.lDD+O.SOli+O.SDL +W +l.60H, LL Co11D Run ('L ) I + l.l OD+O.SDl1+0 .S0l +W + 1.60H, ll Co111D Run (L ') I + UOD+O.m +O.SOL +W + 1.60 H, ll Co111D R,• (Ll) I + l.2DD +O .SOl +O.SOS+W t 1.60 H, ll Co111D Ru• ('L) I + l.2DD+O.SOL +O.SOS+Wt l.6DH, Ll Co111D Ru• (l ') I + I.ZOD+O.SOl +D.SOS+W tl.6 0H, LL Co111D Run (ll) I + 1.10D+D.rn tO.ZDS+E + t.m, ll Co111D Ru• ('L) I + I.ZDD +O .SOl t0.20S+E+ 1.60 H, lL Co111D R,• (L 1) I + I.ZDD +O.SOL +O.ZOS+E+ 1.60H , ll Co111D R,• (Ll) I +0.9DD+W t0.90H +rn D+E+ 0.90H PA2019-142 20 William Simpson & Associates , Inc. 23 Orchard Rd , Suit 250 Project nle: Cisson Des ign for elevated slab Engi neer: Masoud Jafa n, SE Project ID: WSA# 7355 Project Descr: Lake Forest, CA 92630 Printed: 6 JUN 2019, 11:44AM File = P:IPROJECTS\7355 • Stolz\CALCS\7355.ec6 EN ERCALC. INC. 1983-2016. Build:6.16.8.31 , Ver:6.16.8.3 1 I. Ill G) .c Desc ri pti on : 6' SLAB l'l .3 .5 1.08 2,18 329 4.39 5.47 6.57 8,7l 9.87 Distance (ft) I +1.4DD + l.6DH I + 1.2DD +D.S0 l1+1.6D l +l.6DH, ll Co.,D Ru• ('l) I + l.2DD+O.SOl1+1.6D l + l.6DH, ll Co111~ Ru n (l ') I +UD D+D.m + l.6Dl +l.6 DH, ll Co111 D Ru n (l l) I +l.2DD +l.60l+0.SOS +1.6 0H, ll Co111D Rua ('l) I +l.2DD+l.60l+rns+ 1.60H, llC0111D Ru• (l') I +l.2D D+1.60 l+0.SOS +l.60H, ll Co111D Ru• (ll ) I +1.1DD+l.60li +0.S0l+l.6 0H, ll Co111 D Ru n ('l) I + l.2DD + l.60l 1+0.SOl +1.60 H, ll Co 111D Ru• (l ') I + l.2DD + l.60l1+0.SOl +1.60H, ll Co111D Ru• (ll) I + 1.20D+1.6Dl1+D.SDW + 1.60 H, ll Co111 D Run ('l) I + 1.20 D+ 1.60li +O.SOW +l.60H , ll (0111~ Ru• (l ') I + l.2DD + l.60l1+D.S0\II + 1.60H, ll Co111D Ra• (ll) I + l.2DD +0.S0l + l.6 0S + 1.60H, ll Co111D Ru• ('l) I + l.2DD+0.S0l + l.60S+l.60 H, ll Co .,D Ru• (l ') + 1.1DD+O.S.O l +l.60S+ l.6DH, ll Co111D Run (ll) + l.2DD + l.60S+O.SOW + 1.60 H I + l.2DD+O.SOl ,+D.SDl +W +l.6D H, ll Co 11D Ru n ('l) I + l.2DD+O.SDl ,+0.SD l +W + 1.60H, ll Co111 D Ru n (l ') I + 1.1DD+D.S.Ol•+0.S0l +W + 1.6 0H, ll Co 111D Ra• (ll) I + l.2DD +D .SOl tD.SOStW + 1.60 H, ll (o.,D Ru• (1l) I + l.2DD+D.SOl +D.SDS+W + 1.60H, ll Co111D Run (l 1) I + 1.lDD+D.SDl tO.SO S+W +1.6 DH, Ll Co 111D Ru• (ll) I + 1.1DD+D.S.Dl tD.2DS+E + 1.60H, ll Co111D Ru• ('L) I + l.2DD +D .SOl +0.2DS+E+ 1.60H , ll Co111D Ra• (l ') I + l.2DD +D.SOl +D.2DS+E+ 1.60H , ll Co111D Ran (ll) I +0.90D+W +D .9DH +rnD+E + 0.90H ono& MEMBER···» ----~- .0.010 ,-.. -0.025 .~ V ~ G) a -0.041 ·0,056 0.&4 1.50 2.36 3.£1 4.07 5,77 6£0 10,91 Distance (ft) I +D+H I +D+l +H, ll (0111D Run [•l) I +D+l +H, l l (0111b R,n [l I) I +D+l +H, ll (0 111b R,n (ll ) I +Dt l1tH, ll Co111 D R,n ('l) I +Dtl1+H , ll Co111D R,n (l ') I +D+l1+H , Ll Co111D Ran (ll) I +M+H I +D+D.7 S0li +D.7S0 l +H, ll Co111 D Run ('l ) I +D+D.7SOli +0.7S Dl +H, ll Co 111 D Run (l ') I +D+D.7SO L•+0.7 SDl +H, ll Co111D Run (Ll ) I +D+D.7SO l +D.JSDS+H, ll Co111 D Run ('L) I +D+D.7 SO l +D.mS+H , ll Co111 D R,n (l ') I +M .m l +D.7SDS+H, ll Co111D R,n (ll ) I +D+D.6DW +H +M .7 DE + H +D+D.7S Ol,+D.7SD l +D.4SDW +H, ll (o.,D Ru• ('l) I +D+D.7SO l•+0.7SD l +0.4SDW +H, ll Co111D R,• (l ') I +D+D.7SO L•+0 .7 SDl +0.4SOW +H, ll Co111 D Ru• (ll) I +D+0.7SD l +0.7SDS+0.4SOW +H, ll Co-,D R,• ('l) I +D+D.ml +O.mS+D.4SOW +H, ll Co111 D Run (l ') I +D+D.7 SOl t0.7SOS+D.4S DW +H, ll Co111D Ru • (LL ) I +D+0.7SO L +0.7SD S+rnSOE +H, ll Co111 D Ru n ('l) I +M.7SD l +O.JSDS+O.mDE+H, ll Co111D Ran (l ') I +D+D.7 SDl tO .mS+D .mDE+H , ll Co 111 D R,n (ll ) I +D.6DD+D .6DW +0.60H I +0.6DD+D .7 0Et 0.6DH D Only l1 0nfy , ll (0 111 D Ru• ('l ) I l10nfy, ll (o111D Ru• (l ') I l•Only, ll Co111D Ru• (ll) I l Onfy, ll(o111 D Ru• ('l) I l O•ly, ll Co111D Ra n (l ') I lO•ly, lL Co111D Ran (ll) I S0nfy IW Only I EOn ly I HO•ly PA2019-142 William Simpson & Associates , Inc. 23 Orchard Rd , Su it 250 Lake Forest, CA 92630 Desc ri pti on : B-1 CODE REFERENCES Calculations per ACI 318-14, I BC 2015 , ASCE 7-10 Load Combination Set: ASCE 7-10 Material Prop erties Project nle: Engi neer: Project Descr: 2 1 Cisson Des ign for elevated slab Masoud Jafa n, SE Project ID: WSA# 7355 Printed: 6 JUN 2019, 12:09PM File = P:IPROJECTS\7355 • Stolz\CALCS\7355.ec6 ENERCALC. INC. 1983-2016. Build:6.16.8.31, Ver:6.1 6.8.31 fc 112 = 4 .50 ks i d> Ph i Values Flexure : 0.90 • • fr = fc * 7 .50 = 503.12 psi \If Dens ity = 150.0 pcf P1 = A. LtWt Factor 1.0 Elast ic Mod ulus = 3 ,823.68 ksi Fy · Sti rru ps E -Sti rru ps = fy -Ma in Rebar = 60.0 ks i Stirrup Bar Size# E -Main Rebar = 29,000 .0 ks i Number of Res isting Legs Pe r Sti rrup = f f li 4!Rij l t ... Pi tibiU J§f ... 't" 2 4"w x 24" h 24" w X 2:4" h Span=3.0ft Span=10.0ft L Cross Section & Reinforcing Details Rectangular Section, Widt h = 24.0 in , He ight = 24.0 in Span #1 Re inforcin g .... t 't" 2-#5 at 2.0 in from Top , from 0.0 to 3.0 fl in th is span Span #2 Re inforcin g .... 2-#5 at 2.0 in from Top , from 0.0 to 10.0 ft in this spa n Span #3 Re inforcing .... 2-#5 at 2.0 in from Top , from 0.0 to 10.0 ft in this spa n Span #4 Re inforcing .... 2-#5 at 2.0 in from Top , from 0.0 to 10.0 fl in this spa n Span #5 Re inforci ng .... 3-#5 at 2.0 in from Top , from 0.0 to 3.0 ft in th is span Applied Loads Beam self we iqht calcu lated and added to loads Load for Span Number 1 Unifo rm Load : D = 1.0, L = 0.350 k/ft, Tributary Width = 1.0 ft Load fo r Span Number 2 Unifo rm Load : D = 1.0, L = 0.350 k/ft, Tributary Width = 1.0 ft Load fo r Span Numbe r 3 Uniform Load : D = 1.0, L = 0.350 k/ft, Tributary Width = 1.0 ft Load fo r Span Number 4 Uniform Load : D = 1.0, L = 0.350 k/ft, Tributary Width = 1.0 ft Load for Span Numbe r 5 Uniform Load : D = 1.0, L = 0.350 k/ft, Tributary Width = 1.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span Mu: Appl ied Mn• Ph i : Allowab le Locati on of maximum on span Span # where maximum occu rs 0 .374 : 1 T ypi cal Se ction -24.173 k-ft 64.699 k-ft 0.000 ft Span #3 Shear : 0 .750 0 .8250 40 .0 ks i .s 29,000 .0 ks i ... N 3 2 • • " 24 on . tA jj $*'" + 24"w x24"h t 't" Qj ii bi§ $$1 ... 24"W X 24" h Span=10.0 ft ~f 11t¥'t ,. . .,,. .. J Span=10.0ft 2-#5 at 2.0 in from Bottom , from 0.0 to 3.0 ft in this spa n 2-#5 at 2.0 in from Bottom , from 0.0 to 10.0 ft in this span 2-#5 at 2.0 in from Bottom , from 0.0 to 10.0 ft in this span 2-#5 at 2.0 in from Bottom , from 0.0 to 10.0 ft in this span 3-#5 at 2.0 in from Bottom , from 0.0 to 3.0 ft in th is spa n Span=3.0ft Service loads ente red . Load Factors will be applied for calcu lations . Maximum D eflect ion Max Downward Transient Deflection Max Upward Transient Defle ction Max Downward Total Deflection Max Upward Total Deflection Design OK 0 .0 00 in Rat io= 0.000 in Rat io= 0 .002 in Rat io= -0.001 in Rat io= 0 <360 0 <360 69476 >=24 59524 >=24 PA2019-142 William Simpson & Associates , Inc. 23 Orchard Rd , Suit 250 Lake Forest, CA 92630 Descri ptio n : B-1 Vertical Reactions Load Combination Suppo,t 1 Overa ll MAXimum Overa ll MIN imum D Only +D+L , LL Comb Run (" •• L) +D+L , LL Comb Run ('0 L') +D+L, LL Comb Run ( .. 'LL) +D+L , LL Comb Run ("L .. ) +D+L, LL Comb Run ( .. L ·L) +D+L, LL Comb Run ( .. LL') +D+L, LL Comb Run ( .. LL L) +D+L, LL Comb Run (•L ... ) +D+L , LL Comb Run ('L "L) +D+L, LL Comb Run ('L 'L ') +D+L , LL Comb Run ('L 'LL) +D+L , LL Comb Run ('LL") +D+L , LL Comb Run ('LL'L) +D+L , LL Comb Run ('LLL') +D+L , LL Comb Run ('LLLL) +D+L , LL Comb Run (L .... ) +D+L , LL Comb Run (L '"L) +D+L , LL Comb Run (L"L ') +D+L, LL Comb Run (L"LL) +D+L , LL Comb Run (L'L ") +D+L, LL Comb Run (L.L'L) +O+L, LL Comb Run (L·LL·) +D+L, LL Comb Run (L.LLL) +O+L , LL Comb Run (LL .. ') +D+L, LL Comb Run (LL"L) +D+L, LL Comb Run (LL'L•) +O+L , LL Comb Run (LL'LL) +O+L, LL Comb Run (LLL .. ) +O+L, LL Com b Run (LLL'L) +D+L , LL Comb Run (LLLL ') +D+L , LL Com b Run (LLLLL) +0+0.750L, LL Comb Run ( .... L) +0+0.750L, LL Com b Run ("'L ') +0+0.750L, LL Comb Run ('"LL) +D+0.750L, LL Com b Run ( .. L") +D+0.750L, LL Com b Run ("L 'L) +D+0.750L, LL Comb Run ( .. LL•) +0+0.750L, LL Com b Run ( .. LLL) +D+0.750L, LL Comb Run ('L'") +D+0.750L, LL Comb Run ('L .. L) +0+0.750L, LL Comb Run ('L'L') +0+0.750L, LL Comb Run ('L 'LL) +0+0750L, LL Comb Run ('LL") +0+0.750L, LL Comb Run ('LL.L) +0+0.750L, LL Com b Run ('LLL ') +D+0.750L, LL Comb Run ('LLLL) +0+0.750L , LL Com b Run (L"") +0+0.750L, LL Comb Run (L"'L) +0+0.750L, LL Comb Run (L"L ') +0+0.750L, LL Comb Run (L"LL) +D+0.750L, LL Comb Run (L'L") +0+0.750L , LL Comb Run (L'L.L) +O+O .750L, LL Comb Run (L'LL ') +D+0.750L, LL Comb Run (L'LLL) +D+0.750L, LL Com b Run (LL'") +0+0.750L, LL Comb Run (LL .. L) Support 2 14.889 -0.010 12.064 12.054 12.122 12.112 11.889 11.879 11.947 11.937 13.581 13.570 13.639 13.629 13.406 13.395 13.464 13.454 13.314 13.303 13.372 13.361 13.139 13.128 13.197 13.186 14.830 14.820 14.889 14.878 14.655 14.645 14.714 14.703 12.056 12.108 12.100 11.933 11.925 11.977 11.969 13.202 13.194 13.245 13.237 13.070 13.062 13.114 13.106 13.001 12.993 13.045 13.037 12.870 12.862 12.914 12.906 14.139 14.131 Project nle: Enginee r: Proj ect Descr: 22 Cisson Des ign for elevated slab Masoud Jafan , SE Project ID: WSA# 7355 Printed: 6 JUN 2019, 12:09PM File = P:IPROJECTS\7355 -Stolz\CALCS\7355.ec6 ENERCALC, INC. 1983-2016, Build:6.16.8.31, Ver:6_ 16.8.31 Support notation : Far left is #1 Suppo,t 3 Suppo,t 4 Suppo,t 5 Suppo,t 6 20.999 20.999 14.889 0.063 0.063 -0.010 16.736 16.736 12.064 16.799 16.484 13.314 16.386 19.011 13.581 16.449 18.759 14.830 18.661 18.661 11.889 18.724 18.409 13.139 18.311 20.936 13.406 18.374 20.684 14.655 19.011 16.386 12.122 19.074 16.134 13.372 18.661 18.661 13.639 18.724 18.409 14.889 20.936 18.311 11.947 20.999 18.059 13.197 20.586 20.586 13.464 20.649 20.334 14.714 16.484 16.799 12.054 16.547 16.547 13.303 16.134 19.074 13.570 16.197 18.822 14.820 18.409 18.724 11.879 18.472 18.472 13.128 18.059 20.999 13.395 18.122 20.747 14.645 18.759 16.449 12.112 18.822 16.197 13.361 18.409 18.724 13.629 18.472 18.472 14.878 20.684 18.374 11.937 20.747 18.122 13.186 20.33 4 20.649 13.454 20.397 20.397 14.703 16.783 16.547 13.001 16.474 18.442 13.202 16.521 18.253 14.139 18.180 18.180 11.933 18.227 17.991 12.870 17.917 19.886 13.070 17.965 19.697 14.007 18.442 16.474 12.108 18.489 16.285 13.045 18.180 18.180 13.245 18.227 17.991 14.182 19.886 17.917 11.977 19.933 17.728 12.914 19.623 19.623 13.114 19.671 19.434 14.051 16.547 16.783 12.056 16.594 16.594 12.993 16.285 18.489 13.194 16.332 18.300 14.131 17.991 18.227 11.925 18.038 18.038 12.862 17.728 19.933 13.062 17.776 19.744 14.000 18.253 16.521 12.100 18.300 16.332 13.037 PA2019-142 23 William Simpson & Associates , Inc. Project nle: Cisson Design for elevated slab 23 Orchard Rd , Su it 250 Engineer: Masoud Jafan , SE Project ID: WSA#7355 Lake Forest, CA 92630 Project Descr: Printed: 6 JUN 2019, 12:09PM File = P:IPROJECTS\7355 • Stolz\CALCS\7355.ec6 ENERCALC. INC. 1983-2016. Build:6.16.8.31 , Ver:6.16.8.31 Desc ri pti on : B-1 Vertical Reactions Support notation : Far left is #1 Load Combination Suppo,t 1 Support 2 Suppo,t 3 Suppo,t 4 Suppo,t 5 Suppo,t 6 +0+0750L, LL Comb Run (LL'L') 14.182 17.991 18.227 13.237 +0+0.750L, LL Comb Run (LL'L L) 14.175 18.038 18.038 14.175 +0+0.750L, LL Comb Run (LLL ") 14.007 19.697 17.965 11 .969 +0+0.750L, LL Comb Run (LLL 'L) 14.000 19.744 17.776 12.906 +D+0.750L, LL Comb Run (LLL L ') 14.051 19.434 19.671 13.106 +D+0.750L, LL Comb Run (LLLLL) 14.043 19.482 19.482 14.043 +0.600 7.238 10042 10042 7.238 L Only, LL Co mb Run ( .. "L) -0.010 0.063 -0 .252 1.249 L On ly, LL Comb Run (' .. L') 0.058 -0 .350 2.275 1.517 L On ly, LL Comb Run ( .. 'LL) 0.048 -0.287 2.023 2.766 L Only, LL Comb Run ( .. L ") -0.175 1.925 1.925 -0.175 L On ly, LL Comb Run ( .. L'L) -0.185 1.988 1.673 1.074 L On ly, LL Comb Run ("LL') -0.117 1.575 4!.200 1.342 L On ly, LL Comb Run ("LLL) -0.127 1.638 3.948 2.59 1 L On ly, LL Comb Run ('L '") 1.517 2.275 -0.350 0.058 L On ly, LL Comb Run ('L "L) 1.506 2.338 -0 .602 1.308 L Only, LL Comb Run ('L 'L ') 1.575 1.925 1.925 1.575 L On ly, LL Comb Run ('L 'LL) 1.565 1.988 1.673 2.824 L On ly, LL Comb Run ('LL") 1.342 4.200 1.575 -0.117 L Only, LL Comb Run ('LL'L) 1.331 4.263 1.323 1.133 L On ly, LL Comb Run ('LLL') 1.400 3.850 3.850 1.400 L Only, LL Comb Run ('LLLL) 1.390 3.913 3.598 2.649 L On ly, LL Comb Run (L "") 1.249 -0.252 0.063 -0.010 L On ly, LL Co mb Run (L ... L) 1.239 -0.189 -0.189 1.239 L On ly, LL Comb Run (L .. L') 1.308 -0.602 2.338 1.506 L Only, LL Comb Run (L .. LL) 1.297 -0.539 2.086 2.756 L Only, LL Comb Run (L 'L") 1.074 1.673 1.988 -0.185 L Only, LL Co mb Run (L 'L'L) 1.064 1.736 1.736 1.064 L Only, LL Comb Run (L 'LL ') 1.133 1.323 41.263 1.331 L On ly, LL Comb Run (L 'LLL) 1.122 1.386 41.011 2.581 L On ly, LL Co mb Run (LL"') 2.766 2.023 -0.287 0.048 L On ly, LL Comb Run (LL"L) 2.756 2.086 -0 .539 1.297 L On ly, LL Comb Run (LL'L ') 2.824 1.673 1.988 1.565 L On ly, LL Comb Run (LL'LL) 2.814 1.736 1.736 2.814 L Only, LL Comb Run (LLL") 2.591 3.948 1.638 -0.127 L On ly, LL Comb Run (LLL'L) 2.581 4.011 1.386 1.122 L On ly, LL Comb Run (LLLL ') 2.649 3.598 3.913 1.390 L On ly, LL Co mb Run (LLLLL) 2.639 3.661 3.661 2.639 Detailed Shear Information Span Distance 'd ' Vu (k) Mu d'Vu/Mu Ph i'V c Comment Ph i'Vs Phi'Vn Spac ing (in) Load Combination Number (ft) (in) Actua l Design (k-ft) (k) (k) (k) Req'd Suggest + 1.20D+ 1.60L, LL Comb Run 1 0.00 22 .00 0.00 0.00 0.00 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 0.0 + 1.20D+ 1.60L, LL Comb Run 1 0.07 22 .00 -0.17 0.17 0.01 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 00 00 +1.20D+ 1.60 L, LL Comb Run 1 0.14 22 .00 -0.34 0.34 0.02 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51.6 0.0 0.0 +1 .20D+t60L. LL Comb Run 1 020 22 .00 -051 0.51 005 1.00 51.64 Vu < Ph1Vc/2 Not Reqd 9 516 00 00 + 1.20D+ 1.60L, LL Comb Run 1 0.27 22 .00 -0.68 0.68 0.09 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 00 00 +1.20D+ 1.60L, LL Comb Run 1 0.34 22 .00 -0.85 0.85 0.14 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51.6 0.0 0.0 +1.20D+ 1.60L. LL Comb Run 1 0.41 22 .00 -1.01 1.01 0.21 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 00 00 + 1.20D+ 1.60L, LL Comb Run 1 0.48 22 .00 -118 1.18 0.28 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 0.0 + 1.20D+ 1.60L, LL Comb Run 1 0.55 22 .00 -135 1.35 0.37 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51.6 0.0 0.0 +1.20D+ 1.60L, LL Comb Run 1 0.61 22 .00 -1.52 1.52 047 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51.6 00 00 + 1.20D+ 1.60L, LL Comb Run 1 0.68 22 .00 -1.69 1.69 0.58 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51.6 0.0 0.0 + 1.20D+ 1.60L, LL Comb Run 1 0.75 22 .00 -1.86 1.86 0.70 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51.6 0.0 0.0 + 1.20D+ 1.60L, LL Comb Run 1 0.82 22 .00 -2 .03 2.03 0.83 1.00 51.64 Vu< PhNc/2 Not Reqd 9 51 .6 0.0 0.0 + 1.20D+ 1.60L, LL Comb Run 1 0.89 22 .00 -2.20 2.20 0.97 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51.6 0.0 0.0 +1.20D+1.60L, LL Comb Run , 0.95 22 .00 -2.37 2.37 1.13 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51.6 0.0 0.0 + 1.20D+ 1.60L, LL Comb Run 1 1.02 22 .00 -2.54 2.54 1.30 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51.6 0.0 0.0 PA2019-142 24 William Simpson & Associates , Inc. Project nle: Cisson Design for elevated slab 23 Orchard Rd , Su it 250 Engineer: Masoud Jafan , SE Project ID: WSA#7355 Lake Forest, CA 92630 Project Descr: TiUe Block Line 6 Printed: 6 JUN 2019, 12:09PM File = P:IPROJECTS\7355 • Stolz\CALCS\7355.ec6 ENERCALC. INC. 1983-2016. Build:6.16.8.31 , Ver:6.16.8.31 Desc ri ptio n : B-1 Detailed Shear Information Span Distance 'd' Vu (k) Mu d·Vu/Mu Ph i.Ve Commen t Phi-vs Ph i·vn Spac ing (in) Load Combination Number (ft) (in) Actual Design (k-ft) (k) (k) (k) Req'd Suggest + 1.20D+ 1.60L, LL Comb Run 1 1.09 22 .00 -2.71 2.7 1 1.48 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 0.0 + 1.20D+ 1.60 L, LL Comb Run 1 1.1 6 22 .00 -2.87 2.87 1.67 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51.6 0.0 0.0 +1200+ 1.60L, LL Comb Run 1 1.23 22.00 -304 3.04 1.87 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51.6 0.0 0.0 +1.200+ 1.60L, LL Comb Run 1 1.30 22 .00 -3.21 3.21 208 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 0.0 + 1.20D+ 1.60L, LL Comb Run 1 1.36 22 .00 -3.38 3.38 2.3 1 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 0.0 + 1.20D+ 1.60L, LL Comb Run 1 1.43 22 .00 -3.55 3.55 2.54 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 00 00 +1.20D+ 1.60 L, LL Comb Run 1 1.50 22 .00 -3.72 3.72 2.79 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 0.0 +1.200+ 1.60L. LL Comb Run 1 1.57 22 .00 -3.89 3.89 305 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 00 00 + 1.200+ 1.60L, LL Comb Run 1 1.64 22 .00 -406 4 06 332 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 00 00 +120D+ 1.60L, LL Comb Run 1 1.70 22 .00 -4.23 4.23 360 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 0.0 + 1.200+ 1.60L, LL Comb Run 1 1.77 22 .00 -4 .40 4.40 3.90 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 0.0 + 1.20D+ 1.60L, LL Comb Run 1 1.84 22 .00 -4.57 4.57 4.20 1.00 51 .64 Vu < PhiVc/2 Not Reqd 9 51 .6 00 00 +120D+ 1.60L, LL Comb Run 1 1.91 22 .00 -4.73 4.73 4.52 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 0.0 +1.200+ 1.60L. LL Comb Run 1 1.98 22 .00 -4.90 4.90 4.85 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 00 00 + 1.200+ 1.60L, LL Comb Run 1 205 22 .00 -507 5.07 5.19 1.00 51 .64 Vu < PhiVc/2 Not Reqd 9 51 .6 00 00 +1.20D+160L, LL Comb Run 1 2.11 22 .00 -5.24 5.24 5.54 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 0.0 +1.20D+ 1.60L. LL Comb Run 1 2.18 22 .00 -5.4 1 5.41 5.90 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 00 00 + 1.20D+ 1.60 L, LL Comb Run 1 225 22 .00 -5.58 5.58 6.28 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51.6 0.0 0.0 + 1.20D+ 1.60L, LL Comb Run 1 2.32 22 .00 -5.75 5.75 6.66 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 0.0 +1.20D+1.60L. LL Comb Run 1 2.39 22 .00 -5.92 5.92 7.06 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 0.0 + 1 20D+ 1.60L, LL Comb Run 1 2.45 22 .00 -609 6.09 7.47 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 0.0 + 1.20D+ 1.60L, LL Comb Run 1 2.52 22 .00 -6.26 6.26 7.89 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 0.0 + 1.200+ 1.60L, LL Comb Run 1 2.59 22 .00 -6 .43 6.43 8.32 1.00 51 .64 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 0.0 + 120D+ 1.60L, LL Comb Run 1 2.66 22 .00 -6.59 6.59 877 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 0.0 +1.20D+ 1.60L, LL Comb Run 1 2.73 22 .00 -6.76 6.76 9.22 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 0.0 + 1.200+ 1.60 L, LL Comb Run 1 2.80 22 .00 -6.93 6.93 9.69 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51.6 0.0 0.0 + 1.20D+ 1.60L, LL Comb Run 1 2.86 22 .00 -7.10 7.10 10.17 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 00 00 +120D+1.60L, LL Comb Run 1 2.93 22 .00 -7.27 7.27 10.66 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 0.0 + 1.200+ 1 60 L. LL Comb Run 1 2 300 22 .00 11.56 11.56 11.1 6 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51.6 00 00 + 1.20D+ 1.60L, LL Comb Run 1 2 3.23 22 .00 10.99 10.99 8.60 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 00 +1.20D+1.60L, LL Comb Run 1 2 345 22 .00 10.43 10.43 6.16 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 00 00 + 1.20D+ 1.60 L, LL Comb Run 1 2 3.68 22 .00 9.87 9.87 386 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51.6 00 00 + 1.20D+ 1.60L, LL Comb Run 1 2 391 22 .00 9.30 9.30 1.68 1.00 51.64 Vu< PhNc/2 Not Reqd 9 51.6 0.0 00 +120D+1.60L, LL Comb Run 1 2 4.14 22 .00 8.74 8.74 0.37 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 0.0 + 1.200+ 1 60L. LL Comb Run 1 2 4.36 22 .00 8.17 8.17 2.29 100 51.64 Vu < PhiVc/2 Not Reqd 9 51.6 00 00 + 1.20D+ 1.60L, LL Comb Run 1 2 4.59 22 .00 7.61 7.61 409 1.00 51.64 Vu< PhNc/2 Not Reqd 9 51 .6 0.0 00 +1.200+ 1.60L, LL Comb Run 1 2 4.82 22 .00 7.05 705 5.75 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 00 00 + 1.20D+ 1.60L, LL Comb Run 1 2 5.05 22 .00 6.48 6.48 7.29 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51.6 00 00 + 1.20D+ 1.60L, LL Comb Run 1 2 5.27 22 .00 5.92 5.92 8.70 1.00 51.64 Vu< PhNc/2 Not Reqd 9 51.6 0.0 0.0 + 1.20D+ 1.60L, LL Comb Run 1 2 5.50 22 .00 5.36 5.36 9.98 0.98 51.62 Vu < PhiVc/2 Not Reqd 9 51 .6 00 00 +1.200+ 1.60L, LL Comb Run 1 2 5.73 22 .00 4.79 4.79 11.1 3 0.79 51.39 Vu < PhiVc/2 Not Reqd 9 51.4 00 00 +1.20D+ 1.60L. LL Comb Run 1 2 5.95 22 .00 4.23 4.23 12.16 0.64 51.21 Vu < PhiVc/2 Not Reqd 9 51.2 0.0 00 + 1.20D+ 1.60L, LL Comb Run 1 2 6.18 22 .00 3.67 3.67 1306 0.51 51.07 Vu < PhiVc/2 Not Reqd 9 51 .1 00 00 + 1.200+ 1.60L, LL Comb Run 1 2 6.41 22 .00 3.10 3.10 13.82 0.41 50.95 Vu < PhiVc/2 Not Reqd 9 51 .0 0.0 0.0 +1.20D+ 1.60L. LL Comb Run 1 2 6.64 22 .00 2.54 2.54 14.47 0.32 50.85 Vu < PhiVc/2 Not Reqd 9 50.8 0.0 00 + 1.20D+1 60 L, LL Comb Run 1 2 6.86 22 .00 1.97 1.97 14.98 0.24 50.75 Vu < PhiVc/2 Not Reqd 9 50.8 0.0 0.0 +1.20D+1.60L, LL Comb Run 1 2 7 09 22 .00 1.41 1.41 15.36 0.17 50.67 Vu < PhiVc/2 Not Reqd 9 50.7 0.0 0.0 +1.20D+ 1.60L, LL Comb Run 1 2 7.32 22 .00 0.85 0.85 15.62 0.10 50.59 Vu < PhiVc/2 Not Reqd 9 50.6 0.0 0.0 +1 20D+1.60L, LL Comb Run 1 2 7.55 22 .00 -0.43 0.43 15.04 0.05 50.53 Vu < PhiVc/2 Not Reqd 9 50.5 0.0 0.0 +1.20D+1.60L, LL Comb Run 1 2 7.77 22 .00 -0.99 0.99 14.88 0.12 50.61 Vu < PhiVc/2 Not Reqd 9 50.6 00 00 + 1.20D+ 1.60L, LL Comb Run 1 2 8.00 22 .00 -1.55 1.55 14.59 0.20 50.70 Vu < PhiVc/2 Not Reqd 9 50.7 0.0 0.0 +1 20D+1.60L, LL Comb Run 1 2 8.23 22 .00 -2.12 2.12 14.18 0.27 50.79 Vu < PhiVc/2 Not Reqd 9 50.8 0.0 0.0 +1 .200+1 60L, LL Comb Run 1 2 8.45 22 .00 -2.68 2.68 1363 0.36 50.89 Vu < PhiVc/2 Not Reqd 9 50.9 0.0 0.0 + 1.20D+ 1.60L, LL Comb Run 1 2 8.68 22 .00 -3.24 3.24 12.96 0.46 51.01 Vu < PhiVc/2 Not Reqd 9 51 .0 0.0 0.0 PA2019-142 25 William Simpson & Associates , Inc. Project nle: Cisson Design for elevated slab 23 Orchard Rd , Su it 250 Engineer: Masoud Jafan , SE Project ID: WSA#7355 Lake Forest, CA 92630 Project Descr: TiUe Block Line 6 Printed: 6 JUN 2019, 12:09PM File = P:IPROJECTS\7355 • Stolz\CALCS\7355.ec6 ENERCALC. INC. 1983-2016. Build:6.16.8.31 , Ver:6.16.8.3 1 Desc ri pti on : B-1 Detailed Shear Information Span Distance 'd' Vu (k) Mu d·Vu/Mu Ph i.Ve Commen t Phi-vs Ph i·vn Spac ing (in) Load Combination Number (ft) (in) Actual Design (k-ft) (k) (k) (k) Req'd Suggest + 1.20D+ 1.60L, LL Comb Run 1 2 8.91 22 .00 -3.81 3.81 12.1 6 0.57 51.14 Vu < PhiVc/2 Not Reqd 9 51 .1 0.0 0.0 + 1.200+ 1.60 L, LL Comb Run 1 2 9.14 22 .00 -4.37 4.37 11.23 0.71 5130 Vu < PhiVc/2 Not Reqd 9 51.3 0.0 0.0 +1200+ 1.60L, LL Comb Run 1 2 9.36 22.00 -4 .94 4.94 10.17 0.89 51.51 Vu < PhiVc/2 Not Reqd 9 51.5 0.0 0.0 +1.200+ 1.60L, LL Comb Run 1 2 9.59 22 .00 -5.50 5.50 8.98 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 0.0 + 1.20D+ 1.60L, LL Comb Run 1 2 9.82 22 .00 -6.06 6.06 7.67 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 0.0 + 1.20D+ 1.60L, LL Comb Run 1 2 10.05 22 .00 -6.63 6.63 6.23 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 00 00 +1.200+ 1.60 L, LL Comb Run 1 2 10.27 22 .00 -7.19 7.19 4.66 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 0.0 +1200+ 1.60L. LL Comb Run 1 2 10.50 22 .00 -7.75 7.75 2.96 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 00 00 + 1.200+ 1.60L, LL Comb Run 1 2 1073 22 .00 -8.32 8.32 1.13 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 00 00 +120D+ 1.60L, LL Comb Run 1 2 10.95 22 .00 -8.88 8.88 0.82 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 0.0 + 1.200+ 1.60L, LL Comb Run 1 2 11.18 22 .00 -9 .44 9.44 2.90 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 0.0 + 1.20D+ 1.60L, LL Comb Run 1 2 11 .41 22 .00 -10 01 10.01 5.11 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 00 00 +120D+ 1.60L, LL Comb Run 1 2 11 .64 22 .00 -10.57 10.57 7.45 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 0.0 +1200+ 1.60L. LL Comb Run 1 2 11.86 22 .00 -1 1.14 11.14 9.92 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 00 00 + 1.200+ 1.60L, LL Comb Run 1 2 12.09 22 .00 -11.70 11.70 12.51 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 00 00 +120D+1 60 L, LL Comb Run 1 2 12.32 22 .00 -12.26 12.26 15.24 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 0.0 +120D+ 1.60L. LL Comb Run 1 2 12.55 22 .00 -12.83 12.83 1809 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 00 00 + 1.20D+ 1.60 L, LL Comb Run 1 2 12.77 22 .00 -13.39 13.39 21.07 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51.6 0.0 0.0 + 1.20D+ 1.60L, LL Comb Run 1 3 13.00 22 .00 12.95 12.95 24.17 0.98 51.61 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 0.0 +120D+1.60L. LL Comb Run 1 3 13.23 22 .00 12.39 12.39 21.29 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 0.0 + 1 20D+ 1.60L, LL Comb Run 1 3 13.45 22 .00 11.82 11 .82 18.54 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 0.0 + 1.20D+ 1.60L, LL Comb Run 1 3 13.68 22 .00 11.26 11 .26 15.92 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 0.0 + 1.200+ 1.60L, LL Comb Run 1 3 13.91 22 .00 10.70 10.70 13.42 1.00 51 .64 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 0.0 + 1 20D+ 1.60L, LL Comb Run 1 3 14.14 22 .00 10.13 10.13 11.06 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 0.0 +1.20D+ 1.60L, LL Comb Run 1 3 14.36 22 .00 9.57 9.57 8.82 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 0.0 + 1.200+ 1.60 L, LL Comb Run 1 3 14.59 22 .00 9.01 9.01 6.71 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51.6 0.0 0.0 + 1.20D+ 1.60L, LL Comb Run 1 3 14.82 22 .00 8.44 8.44 473 1.00 51.64 Vu < PhiVc/2 Not Re qd 9 51 .6 00 00 +120D+1.60L, LL Comb Run 1 3 15.05 22 .00 7.88 7.88 2.87 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 0.0 + 1200+ 1 60 L. LL Comb Run 1 3 15.27 22 .00 7.31 7.31 1.14 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51.6 00 00 + 1.200+ 1.60L, LL Comb Run 1 3 15.50 22 .00 6.75 6.75 0.45 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 00 +120D+1.60L, LL Comb Run 1 3 1573 22 .00 6.1 9 6.19 1.92 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 00 00 + 1 20D+ 1.60 L, LL Comb Run 1 3 15.95 22 .00 5.62 5.62 3.27 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51.6 00 00 + 1.200+ 1.60L, LL Comb Run 1 3 16.18 22 .00 5.06 5.06 4.48 1.00 51.64 Vu< PhNc/2 Not Reqd 9 51.6 0.0 00 +120D+1.60L, LL Comb Run 1 3 16.41 22 .00 4.50 4.50 5.57 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 0.0 +120D+160L. LL Comb Run 1 3 16.64 22 .00 3.93 3.93 6.52 100 51.64 Vu < PhiVc/2 Not Reqd 9 51.6 00 00 + 1.200+ 1.60L, LL Comb Run 1 3 16.86 22 .00 3.37 3.37 7.35 0.84 51.45 Vu< PhNc/2 Not Reqd 9 51.4 0.0 00 +1.200+ 1.60L, LL Comb Run 1 3 1709 22 .00 2.81 2.81 805 0.64 5121 Vu < PhiVc/2 Not Reqd 9 512 00 00 +120D+1.60L, LL Comb Run 1 3 17.32 22 .00 2.24 2.24 8.63 0.48 51.03 Vu < PhiVc/2 Not Reqd 9 51.0 00 00 + 1.200+ 1.60L, LL Comb Run 1 3 17.55 22 .00 1.68 1.68 9.07 0.34 50.87 Vu< PhNc/2 Not Reqd 9 50.9 0.0 0.0 + 1.20D+ 1.60L, LL Comb Run 1 3 17.77 22 .00 1.11 1.11 9.39 0.22 5073 Vu < PhiVc/2 Not Reqd 9 50.7 0 0 00 +1200+ 1.60L, LL Comb Run 1 3 18.00 22 .00 0.55 0.55 5.38 0.19 50.69 Vu < PhiVc/2 Not Reqd 9 507 00 00 +1.20D+ 1.60L. LL Comb Run 1 3 18.23 22 .00 -1.11 1.11 9.39 0.22 5073 Vu < PhiVc/2 Not Reqd 9 507 0.0 00 + 1.20D+ 1.60L, LL Comb Run 1 3 18.45 22 .00 -1.68 1.68 9.07 0.34 50.87 Vu < PhiVc/2 Not Reqd 9 50.9 00 00 + 1.200+ 1.60L, LL Comb Run 1 3 18.68 22 .00 -2.24 2.24 863 0.48 51 .03 Vu < PhiVc/2 Not Reqd 9 51 .0 0.0 0.0 +120D+ 1.60L. LL Comb Run 1 3 18.91 22 .00 -2.81 2.81 8.05 0.64 51.21 Vu < PhiVc/2 Not Reqd 9 512 0.0 00 + 1.20D+160L, LL Comb Run 1 3 19.1 4 22.00 -3.37 3.37 7.35 0.84 51.45 Vu < PhiVc/2 Not Reqd 9 51.4 0.0 0.0 +1.20D+1.60L, LL Comb Run 1 3 19.36 22 .00 -3 .93 3.93 6.52 1.00 51 .64 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 0.0 +120D+ 1.60L, LL Comb Run 1 3 19.59 22 .00 -4 .50 4.50 5.57 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 0.0 +120D+1.60L, LL Comb Run 1 3 19.82 22 .00 -506 5.06 4.48 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 0.0 +1.20D+1.60L, LL Comb Run 1 3 20.05 22 .00 -5.62 5.62 3.27 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51.6 00 00 + 1.200+ 1.60L, LL Comb Run 1 3 20.27 22 .00 -6.19 6.19 1.92 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51.6 0.0 0.0 +120D+1.60L, LL Comb Run 1 3 20 .50 22 .00 -6.75 6.75 0.45 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 0.0 +1 .200+1 60L, LL Comb Run 1 3 20.73 22 .00 -7.31 7.31 1.1 4 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51.6 0.0 0.0 + 1.200+ 1.60L, LL Comb Run 1 3 20 .95 22 .00 -7 .88 7.88 2.87 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 0.0 PA2019-142 26 William Simpson & Associates , Inc. Project nle: Cisson Design for elevated slab 23 Orchard Rd , Su it 250 Engineer: Masoud Jafan , SE Project ID: WSA#7355 Lake Forest, CA 92630 Project Descr: TiUe Block Line 6 Printed: 6 JUN 2019, 12:09PM File = P:IPROJECTS\7355 • Stolz\CALCS\7355.ec6 ENERCALC. INC. 1983-2016. Build:6.16.8.31 , Ver:6.16.8.31 Desc ri pti on : B-1 Detailed Shear Information Span Distance 'd ' Vu (k) Mu d·Vu/Mu Ph i.Ve Commen t Phi-vs Ph i·vn Spac ing (in) Load Combination Number (ft) (in) Actual Design (k-ft) (k) (k) (k) Req'd Suggest + 1.20D+ 1.60L, LL Comb Run 1 3 21.18 22 .00 -8.44 8.44 4.73 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 0.0 + 1.200+ 1.60L, LL Comb Run 1 3 21.41 22 .00 -901 9.01 6.71 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51.6 0.0 0.0 +1200+ 1.60L, LL Comb Run 1 3 21.64 22.00 -9.57 9.57 8.82 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51.6 0.0 0.0 +1.200+ 1.60L, LL Comb Run 1 3 21 .86 22 .00 -10.13 10.13 11.06 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 0.0 + 1.20D+ 1.60L, LL Comb Run 1 3 22 .09 22 .00 -10.70 10.70 13.42 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 0.0 + 1.20D+ 1.60L, LL Comb Run 1 3 22.32 22 .00 -11.26 11 .26 15.92 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 00 00 +1.200+ 1.60L, LL Comb Run 1 3 22 .55 22 .00 -11.82 11 .82 18.54 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 0.0 +1200+ 1.60L. LL Comb Run 1 3 22.77 22 .00 -12.39 12.39 21.29 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 00 00 + 1.200+ 1.60L, LL Comb Run 1 4 23 .00 22 .00 13.95 13.95 24.17 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 00 00 +1.200+ 1.60L, LL Comb Run 1 4 2323 22 .00 13.39 13.39 21.07 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 0.0 + 1.200+ 1.60L, LL Comb Run 1 4 23.45 22 .00 12.83 12.83 18.09 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 0.0 + 1.20D+ 1.60L, LL Comb Run 1 4 23.68 22 .00 12.26 12.26 15.24 1.00 51 .64 Vu < PhiVc/2 Not Reqd 9 51 .6 00 00 +1.200+ 1.60L, LL Comb Run 1 4 23.91 22 .00 11.70 11.70 12.51 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 0.0 +1.200+ 1.60L. LL Comb Run 1 4 24 .14 22 .00 11.14 11 .14 9.92 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 00 00 + 1.200+ 1.60L, LL Comb Run 1 4 24.36 22 .00 10.57 10.57 7.45 1.00 51 .64 Vu < PhiVc/2 Not Reqd 9 51 .6 00 00 +120D+160L, LL Comb Run 1 4 24 .59 22 .00 10.01 10.01 5.11 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 0.0 +120D+ 1.60L. LL Comb Run 1 4 24 .82 22 .00 9.44 9.44 2.90 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 00 00 + 1.20D+ 1.60L, LL Comb Run 1 4 25 .05 22 .00 8.88 8.88 0.82 1.00 51 .64 Vu < PhiVc/2 Not Reqd 9 51.6 0.0 0.0 + 1.20D+ 1.60L, LL Comb Run 1 4 25.27 22 .00 8.32 8.32 1.13 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 0.0 +120D+1.60L. LL Comb Run 1 4 25 .50 22 .00 7.75 7.75 2.96 1.00 51 .64 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 0.0 + 120D+ 1.60L, LL Comb Run 1 4 25.73 22 .00 7.19 7.19 4.66 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 0.0 + 1.20D+ 1.60L, LL Comb Run 1 4 25 .95 22 .00 6.63 6.63 6.23 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 0.0 + 1.200+ 1.60L, LL Comb Run 1 4 26 .18 22 .00 606 6.06 7.67 1.00 51 .64 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 0.0 + 120D+ 1.60L, LL Comb Run 1 4 26.41 22 .00 5.50 5.50 8.98 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 0.0 +1.20D+ 1.60L, LL Comb Run 1 4 26 .64 22 .00 4.94 4.94 10.17 0.89 51.51 Vu < PhiVc/2 Not Reqd 9 51 .5 0.0 0.0 + 1.200+ 1.60L, LL Comb Run 1 4 26.86 22 .00 4.37 4.37 11.23 0.71 51.30 Vu < PhiVc/2 Not Reqd 9 51.3 0.0 0.0 + 1.20D+ 1.60L, LL Comb Run 1 4 27.09 22 .00 3.81 3.81 12.16 0.57 51.14 Vu < PhiVc/2 Not Reqd 9 51 .1 00 00 +120D+1.60L, LL Comb Run 1 4 27.32 22 .00 3.24 3.24 12.96 0.46 51.01 Vu < PhiVc/2 Not Reqd 9 51 .0 0.0 0.0 + 1200+ 1 60L. LL Comb Run 1 4 27.55 22 .00 2.68 2.68 13.63 0.36 50.89 Vu < PhiVc/2 Not Reqd 9 50.9 00 00 + 1.200+ 1.60L, LL Comb Run 1 4 27.77 22 .00 2.12 2.12 14.18 0.27 50.79 Vu < PhiVc/2 Not Reqd 9 50.8 0.0 00 +120D+1.60L, LL Comb Run 1 4 28 .00 22 .00 1.55 1.55 14.59 0.20 50.70 Vu < PhiVc/2 Not Reqd 9 50.7 00 00 + 120D+ 1.60L, LL Comb Run 1 4 2823 22 .00 0.99 0.99 14.88 0.12 50.61 Vu < PhiVc/2 Not Reqd 9 50.6 00 00 + 1.200+ 1.60L, LL Comb Run 1 4 28 .45 22 .00 0.43 0.43 15.04 0.05 50.53 Vu< PhNc/2 Not Reqd 9 50.5 0.0 00 +120D+1.60L, LL Comb Run 1 4 28 .68 22 .00 -0.85 0.85 15.62 0.10 50.59 Vu < PhiVc/2 Not Reqd 9 50.6 0.0 0.0 +1.20D+160L. LL Comb Run 1 4 28.91 22 .00 -1.41 1.41 15.36 0.17 50.67 Vu < PhiVc/2 Not Reqd 9 50.7 00 00 + 1.200+ 1.60L, LL Comb Run 1 4 29 .14 22 .00 -1 .97 1.97 14.98 0.24 50.75 Vu< PhNc/2 Not Reqd 9 50.8 0.0 00 +1.200+ 1.60L, LL Comb Run 1 4 29 .36 22 .00 -2.54 2.54 14.47 0.32 50.85 Vu < PhiVc/2 Not Reqd 9 50.8 00 00 +120D+1.60L, LL Comb Run 1 4 29.59 22 .00 -3.10 3.10 13.82 0.41 50.95 Vu < PhiVc/2 Not Reqd 9 51.0 00 00 + 1.200+ 1.60L, LL Comb Run 1 4 29 .82 22 .00 -3.67 3.67 13.06 0.51 51.07 Vu< PhNc/2 Not Reqd 9 51.1 0.0 0.0 + 1.20D+ 1.60L, LL Comb Run 1 4 30 .05 22 .00 -4.23 4.23 12.16 0.64 51.21 Vu < PhiVc/2 Not Reqd 9 51 .2 00 00 +1.200+ 1.60L, LL Comb Run 1 4 3027 22 .00 -4.79 4.79 11.13 0.79 51.39 Vu < PhiVc/2 Not Reqd 9 51.4 00 00 +120D+ 1.60L. LL Comb Run 1 4 30 .50 22 .00 -5.36 5.36 9.98 0.98 51.62 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 00 + 1.20D+ 1.60L, LL Comb Run 1 4 30.73 22 .00 -5.92 5.92 8.70 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 00 00 + 1.200+ 1.60L, LL Comb Run 1 4 30 .95 22 .00 -6.48 6.48 7.29 1.00 51 .64 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 0.0 +120D+ 1.60L. LL Comb Run 1 4 31 .18 22 .00 -7.05 7.05 5.75 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 00 + 1.20D+160L, LL Comb Run 1 4 31.41 22 .00 -7.61 7.61 409 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51.6 0.0 0.0 +1.20D+1.60L, LL Comb Run 1 4 31.64 22 .00 -8 .17 8.17 2.29 1.00 51 .64 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 0.0 +120D+ 1.60L, LL Comb Run 1 4 31.86 22 .00 -8.74 8.74 0.37 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 0.0 +120D+1.60L, LL Comb Run 1 4 3209 22 .00 -9.30 9.30 1.68 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 0.0 +1.20D+1.60L, LL Comb Run 1 4 32.32 22 .00 -9.87 9.87 3.86 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51.6 00 00 + 1.200+ 1.60L, LL Comb Run 1 4 32.55 22 .00 -10.43 10.43 6.16 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51.6 0.0 0.0 +120D+1.60L, LL Comb Run 1 4 32.77 22 .00 -10.99 10.99 8.60 1.00 51.64 Vu < PhiVc/2 Not Reqd 9 51 .6 0.0 0.0 +1 .200+1 60L, LL Comb Run 1 5 33.00 22 .00 7.44 7.44 11.16 1.00 52.22 Vu < PhiVc/2 Not Reqd 9 52.2 0.0 0.0 + 1.200+ 1.60L, LL Comb Run 1 5 3307 22 .00 7.27 7.27 10.66 1.00 52.22 Vu < PhiVc/2 Not Reqd 9 52.2 0.0 0.0 PA2019-142 27 William Simpson & Associates , Inc. Project nle: Cisson Design for elevated slab 23 Orchard Rd , Su it 250 Engineer: Masoud Jafan , SE Project ID: WSA#7355 Lake Forest, CA 92630 Project Descr: TiUe Block Line 6 Printed: 6 JUN 2019, 12:09PM File = P:IPROJECTS\7355 • Stolz\CALCS\7355.ec6 ENERCALC. INC. 1983-2016. Build:6.16.8.31 , Ver:6.16.8.3 1 Desc ri pti on : B-1 Detailed Shear Information Span Distance 'd' Vu (k) Mu d·Vu/Mu Ph i.Ve Commen t Phi-vs Ph i·vn Spac ing (in) Load Combination Number (ft) (in) Actual Design (k-ft) (k) (k) (k) Req'd Suggest + 1.20D+ 1.60L, LL Comb Run 1 5 33 .14 22 .00 7.1 0 7.10 10.17 1.00 52.22 Vu < PhiVc/2 Not Reqd 9 52.2 0.0 0.0 + 1.200+ 1.60 L, LL Comb Run 1 5 33.20 22 .00 6.93 6.93 9.69 1.00 52.22 Vu < PhiVc/2 Not Reqd 9 52.2 0.0 0.0 +1200+ 1.60L, LL Comb Run 1 5 33.27 22.00 6.76 6.76 9.22 1.00 52.22 Vu < PhiVc/2 Not Reqd 9 52.2 0.0 0.0 +1.200+ 1.60L, LL Comb Run 1 5 33.34 22 .00 6.59 6.59 877 1.00 52.22 Vu < PhiVc/2 Not Reqd 9 52.2 0.0 0.0 + 1.20D+ 1.60L, LL Comb Run 1 5 33.41 22 .00 6.43 6.43 8.32 1.00 52.22 Vu < PhiVc/2 Not Reqd 9 52.2 0.0 0.0 + 1.20D+ 1.60L, LL Comb Run 1 5 33 .48 22 .00 6.26 6.26 7.89 1.00 52.22 Vu < PhiVc/2 Not Reqd 9 52.2 00 00 +1.200+ 1.60 L, LL Comb Run 1 5 33.55 22 .00 6.09 6.09 7.47 1.00 52.22 Vu < PhiVc/2 Not Reqd 9 52.2 0.0 0.0 +1200+ 1.60L. LL Comb Run 1 5 33.61 22 .00 5.92 5.92 7.06 1.00 52.22 Vu < PhiVc/2 Not Reqd 9 52.2 00 00 + 1.200+ 1.60L, LL Comb Run 1 5 33 .68 22 .00 5.75 5.75 6.66 1.00 52.22 Vu < PhiVc/2 Not Reqd 9 52.2 00 00 +1200+ 1.60L, LL Comb Run 1 5 33.75 22 .00 5.58 5.58 6.28 1.00 52.22 Vu < PhiVc/2 Not Reqd 9 52.2 0.0 0.0 + 1.200+ 1.60L, LL Comb Run 1 5 33 .82 22 .00 5.4 1 5.41 5.90 1.00 52.22 Vu < PhiVc/2 Not Reqd 9 522 0.0 0.0 + 1.20D+ 1.60L, LL Comb Run 1 5 33.89 22 .00 5.24 5.24 5.54 1.00 52.22 Vu < PhiVc/2 Not Reqd 9 52.2 00 00 +1200+ 1.60L, LL Comb Run 1 5 33.95 22 .00 5.07 5.07 5.19 1.00 52.22 Vu < PhiVc/2 Not Reqd 9 52.2 0.0 0.0 +1200+ 1.60L. LL Comb Run 1 5 34 .02 22 .00 4.90 4.90 4.85 1.00 52.22 Vu < PhiVc/2 Not Reqd 9 52.2 00 00 + 1.200+ 1.60L, LL Comb Run 1 5 34 .09 22 .00 4.73 4.73 4.52 1.00 52.22 Vu < PhiVc/2 Not Reqd 9 52.2 00 00 +120D+1 60 L, LL Comb Run 1 5 34 .16 22 .00 4.57 4.57 420 1.00 5222 Vu < PhiVc/2 Not Reqd 9 522 0.0 0.0 +120D+ 1.60L. LL Comb Run 1 5 3423 22 .00 4.40 4.40 3.90 1.00 52.22 Vu < PhiVc/2 Not Reqd 9 52.2 00 00 + 1.20D+ 1.60 L, LL Comb Run 1 5 34.30 22 .00 4.23 4.23 3.60 1.00 52.22 Vu < PhiVc/2 Not Reqd 9 52.2 0.0 0.0 + 1.20D+ 1.60L, LL Comb Run 1 5 34.36 22 .00 406 4.06 3.32 1.00 52.22 Vu < PhiVc/2 Not Reqd 9 52.2 0.0 0.0 +120D+1.60L. LL Comb Run 1 5 34.43 22 .00 3.89 3.89 305 1.00 52.22 Vu < PhiVc/2 Not Reqd 9 52.2 0.0 0.0 + 1 20D+ 1.60L, LL Comb Run 1 5 34 .50 22 .00 3.72 3.72 2.79 1.00 52.22 Vu < PhiVc/2 Not Reqd 9 52.2 0.0 0.0 + 1.20D+ 1.60L, LL Comb Run 1 5 34 .57 22 .00 3.55 3.55 2.54 1.00 52.22 Vu < PhiVc/2 Not Reqd 9 52.2 0.0 0.0 + 1.200+ 1.60L, LL Comb Run 1 5 34 .64 22 .00 3.38 3.38 2.3 1 1.00 52.22 Vu < PhiVc/2 Not Reqd 9 52.2 0.0 0.0 + 1 20D+ 1.60L, LL Comb Run 1 5 34 .70 22 .00 3.21 3.21 2.08 1.00 52.22 Vu < PhiVc/2 Not Reqd 9 52.2 0.0 0.0 +120D+ 1.60L, LL Comb Run 1 5 3477 22 .00 3.04 3.04 1.87 1.00 52.22 Vu < PhiVc/2 Not Reqd 9 52.2 0.0 0.0 + 1.200+ 1.60 L, LL Comb Run 1 5 34.84 22 .00 2.87 2.87 1.67 1.00 52.22 Vu < PhiVc/2 Not Reqd 9 52.2 0.0 0.0 + 1.20D+ 1.60L, LL Comb Run 1 5 34 .91 22 .00 2.71 2.7 1 1.48 1.00 52.22 Vu < PhiVc/2 Not Re qd 9 52.2 00 00 +120D+160L, LL Comb Run 1 5 34 .98 22 .00 2.54 2.54 1.30 1.00 52.22 Vu < PhiVc/2 Not Reqd 9 52.2 0.0 0.0 + 1200+ 1 60 L. LL Comb Run 1 5 35 .05 22 .00 2.37 2.37 1.1 3 1.00 5222 Vu < PhiVc/2 Not Reqd 9 52.2 00 00 + 1.200+ 1.60L, LL Comb Run 1 5 35 .11 22 .00 220 2.20 0.97 1.00 52.22 Vu < PhiVc/2 Not Reqd 9 52.2 0.0 00 +120D+1.60L, LL Comb Run 1 5 35.18 22 .00 2 03 203 0.83 1.00 5222 Vu < PhiVc/2 Not Reqd 9 522 00 00 + 1 20D+ 1.60 L, LL Comb Run 1 5 3525 22 .00 1.86 1.86 0.70 1.00 52.22 Vu < PhiVc/2 Not Reqd 9 52.2 00 00 + 1.200+ 1.60L, LL Comb Run 1 5 35.32 22 .00 1.69 1.69 0.58 1.00 52.22 Vu< PhNc/2 Not Reqd 9 52.2 0.0 00 +120D+160L, LL Comb Run 1 5 35 .39 22 .00 1.52 1.52 047 1.00 52.22 Vu < PhiVc/2 Not Reqd 9 52.2 0.0 0.0 +1.20D+160L. LL Comb Run 1 5 35.45 22 .00 1.35 1.35 0.37 100 52.22 Vu < PhiVc/2 Not Reqd 9 52.2 00 00 + 1.200+ 1.60L, LL Comb Run 1 5 35 .52 22 .00 1.18 1.18 0.28 1.00 52.22 Vu< PhNc/2 Not Reqd 9 52.2 0.0 00 +1200+ 1.60L, LL Comb Run 1 5 35.59 22 .00 1.01 1.01 0.2 1 1.00 52.22 Vu < PhiVc/2 Not Reqd 9 52.2 00 00 +1.20D+1.60L, LL Comb Run 1 5 35.66 22 .00 0.85 0.85 0.14 1.00 52.22 Vu < PhiVc/2 Not Reqd 9 52.2 00 00 + 1.200+ 1.60L, LL Comb Run 1 5 35.73 22 .00 0.68 0.68 0.09 1.00 52.22 Vu< PhNc/2 Not Reqd 9 52.2 0.0 0.0 + 1.20D+ 1.60L, LL Comb Run 1 5 35 .80 22 .00 0.51 0.51 0.05 1.00 52.22 Vu < PhiVc/2 Not Reqd 9 52.2 0 0 00 +1.200+ 1.60L, LL Comb Run 1 5 35.86 22 .00 0.34 0.34 0.02 1.00 52.22 Vu < PhiVc/2 Not Reqd 9 52.2 00 00 +1 20D+ 1 60L. LL Comb Run 1 5 35 .93 22 .00 0.17 0.17 0.0 1 1.00 52.22 Vu < PhiVc/2 Not Reqd 9 52.2 0.0 00 + 1.20D+ 1.60L, LL Comb Run 1 5 36 .00 22 .00 000 000 000 1.00 52.22 Vu < PhiVc/2 Not Reqd 9 52.2 00 00 Overall Maximum Deflections Load Combination Span Max .·-· Def l Location in Span Load Combination Max."+" Deft Location in Span +D+L, LL Comb Run ('L.L'} 1 0.0002 3.455 +D+L, LL Com b Run rL·L0 } -0 00 12 0.000 +D+L, LL Comb Run ('L·L '} 2 0.0017 5.000 +D+L, LL Comb Run ('L.L"} -0000 1 10.455 +D+L. LL Comb Run (L'L'L} 3 0.0009 5.000 +D+L. LL Com b Run ('L'L"} -0 0001 9545 +D+L, LL Com b Run ('L·L '} 4 0.0017 5.000 +D+L, LL Com b Run ('L'L"} -0 000 1 10.136 5 0.0000 5.000 +D+L, LL Com b Run ('L'L"} -0 00 12 3.000 Maximum Deflections for Load Combinations Load Combination Span Max . Downward Deft Location in Span Max. Upward Deft Location in Span D0nly 1 0.0002 3.455 -0 .0006 0.000 DOn ly 2 0.00 12 5.000 -0.0000 10.455 D0nly 3 0.0004 5.000 -0 .0000 9.545 PA2019-142 28 William Simpson & Associates , Inc. Project nle: Cisson Des ign for elevated slab 23 Orchard Rd , Suit 250 Engineer: Masoud Jafan , SE Project ID: WSA#7355 Lake Forest, CA 92630 Proj ect Descr: Printed: 6 JUN 2019, 12:09PM File = P:IPROJECTS\7355 • Stolz\CAlCS\7355.ecG ENERCALC. INC. 1983-2016. Build:6.16.8.31 , Ver:6.16.8.3 1 Descri pti on : B-1 Maximum Deflections for Load Combinations load Combination Span Max . Downward Defl location in Span Max. Upward Defl Location in Span DOn ly 4 0.0012 5.000 -0 .0000 10.136 DOn ly 5 0.0000 0.000 -0 .0006 3.000 +D+L , LL Comb Run ( .. "L) 1 0.0002 3.455 -0 0006 0 000 +D+L , LL Comb Run ( .. "L) 2 0.00 12 5.000 -0 .0000 10.455 +O+L, LL Comb Run ( .. "L) 3 0.0005 5.000 0.0000 0.000 +O+L , LL Comb Run ( .. "L) 4 0.0010 5.000 -0 .0000 10.136 +D+L, LL Comb Run ( .. "L) 5 0.0000 0.000 -0 .0004 3.000 +D+L, LL Comb Run ( .. 'L ') 1 0.0002 3.455 -0 .0007 0.000 +D+L, LL Comb Run ( .. 'L') 2 0.00 12 5.000 -0.0000 10.455 +D+L, LL Comb Run ('"L ') 3 0.0002 5.000 -0 0001 8.636 +D+L, LL Comb Run ( .. 'L ') 4 0.00 17 5.000 -0 .0001 10.136 +O+L, LL Comb Run ( .. 'L') 5 00000 0000 -0 0012 3.000 +O+L, LL Comb Run ( .. 'LL) 1 0.0002 3.455 -0 .0007 0.000 +D+L, LL Comb Run ( .. 'LL) 2 0.00 12 5.000 -0 .0000 10.455 +D+L, LL Comb Run ( .. 'LL) 3 0.0003 5.000 -0 .0001 8.636 +D+L, LL Comb Run ('"LL) 4 0.0016 5.000 -0 .0001 10.136 +D+L, LL Comb Run ( .. 'LL) 5 00000 0000 -00009 3.000 +D+L , LL Comb Run ( .. L") 1 0.000 1 3.455 -0.0005 0.000 +O+L, LL Comb Run ( .. L .. ) 2 00010 5.000 00000 0 000 +D+L, LL Comb Run ( .. L") 3 0.0008 5.000 0.0000 0.000 +D+L, LL Comb Run (''L") 4 0.0010 5.000 -0 .0000 10.136 +D+L, LL Comb Run rr·) 5 0.0000 0.000 -0.0005 3.000 +D+L, LL Comb Run ( .. L'L) 1 0.000 1 3.455 -0 0005 0 000 +D+L, LL Comb Run ( .. L'L) 2 0.0010 4 091 0.0000 0.000 +D+L, LL Comb Run ( .. L'L) 3 0.0008 5.000 0.0000 0.000 +O+L, LL Comb Run ( .. L'L) 4 0.0009 5.000 -0 .0000 10.136 +D+L, LL Comb Run ( .. L'L) 5 0.0000 0.000 -0 .0002 3.000 +D+L, LL Comb Run ( .. LL') 1 0.000 1 3.455 -0 .0005 0.000 +D+L, LL Comb Run ( .. LL') 2 0.0010 5.000 0.0000 0.000 +O+L, LL Comb Run ( .. LL') 3 0.0006 5.000 00000 0 000 +O+L, LL Comb Run ( .. LL') 4 0.0015 5.000 -00001 10.136 +D+L. LL Comb Run ( .. LL') 5 0.0000 0.000 -0 .00 10 3.000 +D+L, LL Comb Run ( .. LLL) 1 0.0001 3.455 -0 .0005 0.000 +D+L , LL Comb Run ( .. LLL) 2 0.0010 5.000 0.0000 0.000 +D+L, LL Comb Run ( .. LLL) 3 0.0007 5.000 00000 0 000 +D+L, LL Comb Run ( .. LLL) 4 0.0014 5.000 -0 .0000 10.136 +O+L, LL Comb Run ( .. LLL) 5 0.0 000 0.000 -0.0007 3.000 +O+L, LL Comb Run ('L .. ') 1 0.0002 3.455 -0 00 12 0 000 +D+L, LL Comb Run ('L '") 2 0.0017 5.000 -0 .0000 10.455 +O+L, LL Comb Run ('L '") 3 0.0002 5.000 -0 .0001 1.364 +D+L, LL Comb Run ('L'") 4 0.0012 5.000 -0 .0000 10.136 +D+L, LL Comb Run ('L '") 5 0.0000 0.000 -0 .0007 3.000 +D+L, LL Comb Run ('L "L) 1 0.0002 3.455 -0.00 12 0.000 +D+L, LL Comb Run ('L "L) 2 0.0017 5.000 -0 .0000 10.455 +D+L, LL Comb Run ('L "L) 3 0.0003 5.000 -00001 1.364 +D+L, LL Comb Run ('L "L) 4 0.001 1 5.000 -0 .0000 10.136 +D+L, LL Comb Run ('L "L) 5 0.0000 0.000 -0 .0004 3.000 +D+L, LL Comb Run ('L'L') 1 0.0002 3.455 -0 .00 12 0.000 +D+L, LL Comb Run ('L 'L ') 2 0.00 17 5.000 -00001 10.455 +D+L, LL Comb Run ('L'L') 3 0.0002 10.455 -0 .0001 1.364 +D+L, LL Comb Run ('L 'L ') 4 0.00 17 5.000 -00001 10.136 +D+L, LL Comb Run ('L'L') 5 0.0000 0000 -0 .00 12 3.000 +D+L, LL Comb Run ('L 'LL) 1 0.0002 3.455 -0 .0012 0.000 +O+L, LL Comb Run ('L 'LL) 2 0.00 17 5.000 -0 .0001 10.455 +D+L, LL Comb Run ('L 'LL) 3 0.000 1 10.455 -00001 1.364 +D+L, LL Comb Run ('L 'LL) 4 0.00 16 5.000 -0 .0001 10.136 +D+L, LL Comb Run ('L 'LL) 5 0.0000 0.000 -0 .0009 3.000 +D+L, LL Comb Run ('LL") 1 0.0002 3.455 -0 .0010 0 000 +D+L , LL Comb Run ('LL") 2 0.00 15 5.000 0.0000 0.000 +D+L, LL Comb Run ('LL") 3 0.0006 5.000 0.0000 0.000 +D+L, LL Comb Run ('LL") 4 0.0010 5.000 -0 .0000 10.136 +D+L, LL Comb Run ('LL") 5 00000 0000 -00005 3.000 +D+L, LL Comb Run ('LL 'L) 1 0.0002 3.455 -0 00 10 0 000 +D+L, LL Comb Run ('LL 'L) 2 0.0015 5.000 0.0000 0 000 PA2019-142 29 William Simpson & Associates , Inc. Project nle: Cisson Des ign for elevated slab 23 Orchard Rd , Su it 250 Engineer: Masoud Jafan , SE Project ID: WSA#7355 Lake Forest, CA 92630 Project Descr: Printed: 6 JUN 2019, 12:09PM File = P:IPROJECTS\7355 • Stolz\CAlCS\7355.ecG ENERCALC. INC. 1983-2016. Build:6.16.8.31 , Ver:6.16.8.31 Desc ri pti on : B-1 Maximum Deflections for Load Combinations load Combination Span Max . Downward Defl location in Span Max. Upward Defl Location in Span +D+L, LL Comb Run ('LL 'L) 3 0.0007 5.000 0.0000 0.000 +D+L, LL Comb Run ('LL 'L) 4 0.0009 5.000 -0 .0000 10.136 +D+L , LL Comb Run ('LL 'L) 5 00000 0000 -0 0003 3.000 +D+L , LL Comb Run ('L LL') 1 0.0002 3.455 -0 .00 11 0.000 +D+L , LL Comb Run ('LLL') 2 0.00 15 5.000 -0 .0000 10.455 +D+L , LL Comb Run ('LLL') 3 0.0004 5.000 -0 .0000 9.545 +D+L, LL Comb Run ('L LL') 4 0.00 15 5.000 -0 .0001 10.136 +D+L , LL Comb Run ('L LL') 5 0.0000 0.000 -0 .00 11 3.000 +D+L, LL Comb Run ('LLLL) 1 0.0002 3.455 -0 .0011 0 000 +D+L, LL Comb Run ('LLLL) 2 0.00 15 5.000 -0 .0000 10.455 +D+L, LL Comb Run ('LLLL) 3 0.0005 5.000 -0 .0000 9.545 +D+L, LL Comb Run ('LLLL) 4 0.00 14 5.000 -0 .0000 10.136 +D+L , LL Comb Run ('L LLL) 5 0.0000 0.000 -0 .0008 3.000 +D+L, LL Comb Run (L ""} 1 0.000 1 3.455 -0 .0004 0.000 +D+L , LL Comb Run (L ""} 2 0.0010 5.000 0.0000 0.000 +D+L, LL Comb Run (L ""} 3 0.0005 5.000 -0 .0000 9.545 +D+L, LL Comb Run (L "") 4 0.00 12 5.000 -0 .0000 10.136 +D+L , LL Comb Run (L "") 5 0.0000 0000 -0.0006 3.000 +D+L, LL Comb Run (L "'L) 1 0.0001 3.455 -00003 0 000 +D+L , LL Comb Run (L '"L) 2 0.0010 5.000 0.0000 0.000 +D+L, LL Comb Run (L "'L) 3 0.0005 5.000 0.0000 0.000 +D+L , LL Comb Run (L ... L) 4 0.0010 5.000 -0.0000 10.136 +D+L, LL Comb Run (L "'L) 5 00000 0000 -00003 3.000 +D+L, LL Comb Run (L "L') 1 0.0001 3.455 -0 .0004 0.000 +D+L, LL Comb Run (L "L ') 2 0.00 11 5.000 -0 .0000 10.455 +D+L, LL Comb Run (L "L ') 3 0.0003 5.000 -00001 8.636 +D+L, LL Comb Run (L "L ') 4 0.0017 5.000 -0 .0001 10.136 +D+L, LL Comb Run (L "L ') 5 0.0000 0.000 -0 .0012 3.000 +D+L , LL Comb Run (L "LL) 1 0.0001 3.455 -0.0004 0.000 +D+L, LL Comb Run (L "LL) 2 0.00 11 5.000 -0 .0000 10.455 +D+L , LL Comb Run (L "LL) 3 0.0003 5.000 -0 .0000 8.636 +D+L. LL Comb Run (L "LL) 4 0.00 15 5.000 -0 .0001 10.136 +D+L , LL Comb Run (L "LL) 5 0.0000 0.000 -0 .0009 3.000 +D+L , LL Comb Run (L 'L ") 1 0.0001 3.455 -0 .0002 0.000 +D+L , LL Comb Run (L 'L ") 2 0.0009 5.000 00000 0 000 +D+L , LL Comb Run (L 'L ") 3 0.0008 5.000 0.0000 0.000 +D+L, LL Comb Run (L 'L ") 4 0.0 01 0 5.909 -0.0000 10.136 +D+L, LL Comb Run (L 'L ") 5 00000 0000 -00005 3.000 +D+L, LL Comb Run (L 'L 'L) 1 0.0001 3.455 -0 .0002 0.000 +D+L, LL Comb Run (L 'L 'L) 2 0.0009 5.000 00000 0.000 +D+L , LL Comb Run (L 'L 'L) 3 0.0009 5.000 0.0000 0.000 +D+L, LL Comb Run (L 'L 'L) 4 0.0009 5.000 -0 .0000 10.136 +D+L, LL Comb Run (L 'L 'L) 5 0.0000 0.000 -0.0002 3.000 +D+L, LL Comb Run (L 'LL'} 1 0.0001 3.455 -00003 0 000 +D+L, LL Comb Run (L 'LL') 2 0.0009 5.000 00000 0 000 +D+L , LL Comb Run (L 'LL'} 3 0.0007 5.000 00000 0.000 +D+L, LL Comb Run (L 'LL'} 4 0.0015 5.000 -0 .0001 10.136 +D+L, LL Comb Run (L 'LL'} 5 0.0000 0.000 -0 .00 10 3.000 +D+L, LL Comb Run (L 'l LL) 1 0.0001 3.455 -00003 0 000 +D+L , LL Comb Run (L 'LLL) 2 0.0009 5.000 00000 0.000 +D+L, LL Comb Run (L 'LLL) 3 0.0007 5.000 00000 0 000 +D+L, LL Comb Run (L 'LLL) 4 0.00 14 5.000 -0 .0000 10.136 +D+L, LL Comb Run (L 'LLL) 5 0.0000 0.000 -0 .0007 3.000 +O+~LL CombRuniL"1 1 0.0002 3.455 -0 .0009 0.000 +D+L, LL Comb Run (L L"') 2 0.00 16 5.000 -0 .0000 10.455 +D+L, LL Comb Run (L L"') 3 0.0003 5.000 -0 .0001 1.364 +D+~LL CombRuniL"1 4 0.00 12 5.000 -0 .0000 10.136 +D+~LL CombRuniL"1 5 00000 0000 -00007 3.000 +D+L , LL Comb Run (LL "l) 1 0.0002 3.455 -0 .0009 0.000 +D+L, LL Comb Run (L L "l) 2 0.0015 5.000 -0 .0000 10.455 +D+L, LL Comb Run (L L "l) 3 0.0003 5.000 -0 .0000 1.364 +D+L, LL Comb Run (LL"L) 4 0.0011 5.000 -0 .0000 10.136 +D+L, LL Comb Run (L L "L) 5 00000 0 000 -00004 3.000 +D+L, LL Comb Run (L L 'L '} 1 0.0002 3.455 -0.0009 0 000 PA2019-142 30 William Simpson & Associates , Inc. Project nle: Cisson Design for elevated slab 23 Orchard Rd , Su it 250 Engineer: Masoud Jafan , SE Project ID: WSA#7355 Lake Forest, CA 92630 Project Descr: Printed: 6 JUN 2019, 12:09PM File = P:IPROJECTS\7355 • Stolz\CALCS\7355.ec6 ENERCALC. INC. 1983-2016. Build:6.16.8.31 , Ver:6.16.8.3 1 Desc ri pti on : B-1 Maximum Deflections for Load Combinations Load Combination Span Max . Downward Defl Location in Span Max. Upward Defl Location in Span +D+L, LL Comb Run (LL 'L ') 2 0.0016 5.000 -0 .0001 10.455 +D+L, LL Comb Run (LL 'L ') 3 0.0002 10.455 -0 .0001 8.636 +D+L , LL Comb Run (LL 'L ') 4 0.0017 5.000 -0 0001 10.136 +D+L , LL Comb Run (LL 'L ') 5 0.0000 0.000 -0 .00 12 3.000 +D+L, LL Comb Run (LL 'LL) 1 0.0002 3.455 -0 .0009 0.000 +D+L, LL Comb Run (LL 'LL) 2 00016 5.000 -0 .0001 10.455 +D+L, LL Comb Run (LL 'LL) 3 0.000 1 10.455 -0 .0001 1.364 +D+L, LL Comb Run (LL 'LL) 4 0.0016 5.000 -0 .0001 10.136 +D+L, LL Comb Run (LL 'LL) 5 0.0 000 0000 -0 .0009 3.000 +D+L, LL Comb Run (LLL") 1 0.0002 3.455 -0 0007 0 000 +D+L, LL Comb Run (L LL .. ) 2 0.00 14 5.000 0.0000 0.000 +D+L, LL Comb Run (L LL .. ) 3 0.000 7 5.000 00000 0 000 +D+L, LL Comb Run (L LL .. ) 4 0.0010 5.000 -0 .0000 10.136 +D+L, LL Comb Run (L LL") 5 00000 0000 -0 .0005 3.000 +D+L, LL Comb Run (L LL'L) 1 0.0002 3.455 -0 .0007 0.000 +D+L, LL Comb Run (L LL'L) 2 0.0014 5.000 0.0000 0.000 +D+L, LL Comb Run (L LL'L) 3 0.0007 5.000 00000 0 000 +D+L , LL Comb Run (LLL'L) 4 0.0009 5.000 -0.0000 10.136 +D+L, LL Comb Run (L LL'L) 5 00000 0000 -00003 3.000 +D+L, LL Comb Run (L LLL') 1 0.0002 3.455 -0 .0008 0.000 +D+L, LL Comb Run (L LLL ') 2 0.0 01 4 5.000 -0 .0000 10.455 +D+L, LL Comb Run (L LLL .) 3 0.0005 5.000 -0.0000 9.545 +D+L, LL Comb Run (L LLL ') 4 0.0 015 5.000 -00001 10.136 +D+L, LL Comb Run (L LLL') 5 0.0000 0.000 -0 .0011 3.000 +D+L, LL Comb Run (L LLLL) 1 0.0002 3.455 -0 .0008 0.000 +D+L, LL Comb Run (L LLLL) 2 0.00 14 5.000 -00000 10.455 +D+L, LL Comb Run (L LLLL) 3 0.0005 5.000 -0 .0000 9.545 +D+L, LL Comb Run (L LLLL) 4 0.00 14 5.000 -0 .0000 10.136 +D+L , LL Comb Run (L LLLL) 5 0.0000 0.000 -0.0008 3.000 +D+0.750L, LL Comb Run (""L) 1 0.0 002 3.455 -00006 0 000 +D+0.750L, LL Comb Run (""L) 2 0.0012 5.000 -0 .0000 10.455 +D+0 .750L. LL Comb Run (' .. 'L) 3 0.0004 5.000 0.0000 0.000 +D+0.750L, LL Comb Run (""L) 4 0.0011 5.000 -0 .0000 10.136 +D+0.750L, LL Comb Run (""L) 5 0.0000 0.000 -0 .0004 3.000 +D+0 .750L, LL Comb Run ('"L') 1 0.0002 3.455 -00007 0 000 +D+0.750L, LL Comb Run ('"L') 2 0.0012 5.000 -0 .0000 10.455 +D+0.750L, LL Comb Run (' .. L') 3 0.0 003 5.000 -0.0000 8.636 +D+0.750L, LL Comb Run ("'L') 4 0.0015 5.000 -00001 10.136 +D+0.750L. LL Comb Run (' .. L') 5 0.0000 0.000 -0 .0010 3.000 +D+0.750L, LL Comb Run (' .. LL) 1 0.0002 3.455 -0 .0007 0.000 +D+0.750L, LL Comb Run ('"LL) 2 0.0012 5.000 -0 .0000 10.455 +D+0.750L. LL Comb Run ("'LL) 3 0.0003 5.000 -0 .0000 9.545 +D+0.750L, LL Comb Run ('"LL) 4 0.0015 5.000 -0.0000 10.136 +D+0.750L. LL Comb Run ('"LL) 5 00000 0000 -00008 3.000 +D+0 .750L, LL Comb Run ("L") 1 0.0001 3.455 -00005 0 000 +D+0 .750L, LL Comb Run ("L") 2 0.0010 5.000 00000 0.000 +D+0.750L, LL Comb Run ("L") 3 0.0007 5.000 0.0000 0.000 +D+0.750L, LL Comb Run ("L") 4 0.0010 5.000 -0 .0000 10.136 +D+0.750L, LL Comb Run ("L") 5 00000 0000 -00005 3.000 +D+0.750L, LL Comb Run ("L'L) 1 0.0001 3.455 -0 .0005 0.000 +D+0.750L, LL Comb Run ("L'L) 2 0.0 01 0 5.000 0 0000 0 000 +D+0.750L, LL Comb Run ("L'L) 3 0.000 7 5.000 0.0000 0.000 +D+0.750L. LL Comb Run ("L'L) 4 0.0009 5.000 -0 .0000 10.136 +0+0.750L, LL Comb Run ("L'L) 5 0.0000 0.000 -0 .0003 3.000 +D+0.750L, LL Comb Run ("LL') 1 0.0001 3.455 -00006 0 000 +D+O. 750L, LL Comb Run ("LL') 2 0.00 11 5.000 0.0000 0.000 +D+0.750L, LL Comb Run ("LL') 3 0.0006 5.000 -0 .0000 9.545 +D+0.750L, LL Comb Run ("LL') 4 0.00 14 5.000 -00001 10.136 +D+O . 750L. LL Comb Run ("LL') 5 0.0000 0.000 -0 .0009 3.000 +D+0.750L. LL Comb Run ("LLL) 1 0.000 1 3.455 -0 .0006 0.000 +D+0.750L, LL Comb Run ("LLL) 2 0.0011 5.000 0.0000 0.000 +D+0.750L. LL Comb Run ("LLL) 3 0.0006 5.000 00000 0 000 +D+0.750L, LL Comb Run ("LLL) 4 0.0013 5.000 -0.0000 10.136 +D+0.750L. LL Comb Run ("LLL) 5 00000 0000 -0.0007 3.000 PA2019-142 3 1 William Simpson & Associates , Inc. Project nle: Cisson Design for elevated slab 23 Orchard Rd , Su it 250 Engi neer: Masoud Jafan , SE Project ID: WSA#7355 Lake Forest, CA 92630 Project Descr: Printed: 6 JUN 2019 , 12:09PM File = P:IPROJECTS\7355 • Stolz\CAlCS\7355.ecG ENERCALC. INC. 1983-2016. Build:6.16.8.31 , Ver:6.16.8.3 1 Desc ri pti on : B-1 Maximum Deflections for Load Combinations load Combination Span Max . Downward Defl location in Span Max. Upward Defl Location in Span +D+O . 750L, LL Comb Run ('L '") 1 0.0002 3.455 -0 .00 10 0.000 +D+O. 750L, LL Comb Run ('L '") 2 0.0015 5.000 -0 .0000 10.455 +D+O 750L, LL Comb Run ('L '") 3 0.0003 5.000 -0 .0000 1.364 +D+O . 750L, LL Comb Run ('L '") 4 0.00 12 5.000 -0 .0000 10.136 +D+O. 750L, LL Comb Run ('L '") 5 0.0 000 0.000 -0 .0007 3.000 +D+O. 750L, LL Comb Run ('L "L) 1 0.0002 3.455 -0 .00 10 0 000 +D+0.750L, LL Comb Run ('L ••L) 2 0.00 15 5.000 -0 .0000 10.455 +D+O . 750L, LL Comb Run ('L "L) 3 0.0003 5.000 -0 .0000 1.364 +D+0.750L, LL Comb Run ('L "L) 4 0.0 011 5.000 -0 .0000 10.136 +D+0.750L, LL Comb Run ('L "L) 5 00000 0000 -0 .0005 3.000 +D+0.750L, LL Comb Run ('L •L •) 1 0.0002 3.455 -0 .0011 0.000 +D+0.750L, LL Comb Run ('L 'L ') 2 00016 5.000 -0 .0000 10.455 +D+O. 750L, LL Comb Run ('L 'L ') 3 0.0002 5.000 -0 .0001 1.364 +D+O 750L, LL Comb Run ('L 'L ') 4 00016 5.000 -0 .0001 10.136 +D+0.750L, LL Comb Run ('L 'L ') 5 0.0000 0.000 -0 .00 11 3.000 +D+O. 750L, LL Comb Run ('L 'LL) 1 0.0002 3.455 -0 .00 11 0.000 +D+0.750L, LL Comb Run ('L 'LL) 2 0.00 16 5.000 -0 .0000 10.455 +D+O . 750L, LL Comb Run ('L 'LL) 3 0.0002 5.000 -0.0001 1.364 +D+0.750L, LL Comb Run ('L 'LL) 4 0.00 15 5.000 -0 .0001 10.136 +D+O. 750L, LL Comb Run ('L 'LL) 5 0.0000 0.000 -0 .0009 3.000 +D+O. 750L. LL Comb Run ('L L") 1 0.0 002 3.455 -0 .0009 0.000 +D+O . 750L, LL Comb Run ('L L-) 2 0.0014 5.000 -0.0000 10.455 +D+O. 750L, LL Comb Run ('LL .. ) 3 0.0 006 5.000 0 0000 0 000 +D+O. 750L, LL Comb Run ('L L") 4 0.0011 5.000 -0 .0000 10.136 +D+O. 750L, LL Comb Run ('LL") 5 0.0000 0.000 -0 .0006 3.000 +D+O. 750L, LL Comb Run ('LL 'L) 1 0.0002 3.455 -0 .0009 0 000 +D+O. 750L, LL Comb Run ('LL 'L) 2 0.0014 5.000 0.0000 0.000 +D+O. 750L. LL Comb Run ('LL 'L) 3 0.0006 5.000 0.0000 0.000 +D+O 750L, LL Comb Run ('L L 'L) 4 0.0010 5.000 -0.0000 10.136 +D+O. 750L, LL Comb Run ('LL 'L) 5 00000 0000 -0 .0004 3.000 +D+O. 750L, LL Comb Run ('LLL·) 1 0.0002 3.455 -0 .0010 0 000 +D+0 .750L. LL Comb Run ('L LL') 2 0.00 15 5.000 -0 .0000 10.455 +D+O. 750L, LL Comb Run ('L LL') 3 0.0004 5.000 -0 .0000 9.545 +D+O. 750L, LL Comb Run ('LLL') 4 0.0015 5.000 -0 .0001 10.136 +D+O . 750L, LL Comb Run ('LL L') 5 00000 0000 -0 .0010 3.000 +D+O. 750L, LL Comb Run ('L LLL) 1 0.0002 3.455 -0 .00 10 0.000 +D+0.750L, LL Comb Run ('L LLL) 2 0.0 01 4 5.000 -0.0000 10.455 +D+O. 750L, LL Comb Run ('LLLL) 3 0.0005 5.000 -00000 9.545 +D+0.750L. LL Comb Run ('LLLL) 4 0.0014 5.000 -0 .0000 10.136 +D+0.750L, LL Comb Run ('LLLL) 5 00000 0000 -0 .0007 3.000 +D+0.750L, LL Comb Run (L .... ) 1 0.0001 3.455 -0 .0004 0.000 +D+O. 750L. LL Comb Run (L "") 2 0.0011 5.000 0.0000 0.000 +D+0.750L, LL Comb Run (L "") 3 0.0004 5.000 -0.0000 9.545 +D+0.750L. LL Comb Run (L "") 4 0.0012 5.000 -0 .0000 10.136 +D+0 .750L, LL Comb Run (L '0 ') 5 00000 0000 -0 .0006 3.000 +D+0 .750L, LL Comb Run (L '0 L) 1 0.000 1 3.455 -0 .0004 0.000 +D+0.750L, LL Comb Run (L '0 L) 2 0.0011 5.000 0.0000 0.000 +D+0.750L, LL Comb Run (L "'L) 3 0.0005 5.000 0.0000 0.000 +D+0.750L, LL Comb Run (L'0 L) 4 0.00 11 5.000 -0.0000 10.136 +D+0.750L, LL Comb Run (L '0 L) 5 0.0000 0.000 -0 .0004 3.000 +D+0.750L, LL Comb Run (L "L ') 1 0.000 1 3.455 -0 .0005 0 000 +D+O. 750L, LL Comb Run (L "L ') 2 0.00 11 5.000 -0 .0000 10.455 +D+0.750L. LL Comb Run (L "L ') 3 0.0003 5.000 -0 .0000 8.636 +D+O. 750L, LL Comb Run (L .. L ') 4 0.00 15 5.000 -0 .0001 10.136 +D+0.750L, LL Comb Run (L "L ') 5 0 0000 0000 -0 .0010 3.000 +D+0.750L, LL Comb Run (L "LL) 1 0.000 1 3.455 -0 .0005 0.000 +D+O. 750L, LL Comb Run (L "LL) 2 0.00 11 5.000 -0 .0000 10.455 +D+O. 750L, LL Comb Run (L "LL) 3 0.0003 5.000 -0 .0000 9.545 +D+0.750L. LL Comb Run (L .. LL) 4 0.00 14 5.000 -0 .0000 10.136 +D+O. 750L. LL Comb Run (L "LL) 5 0.0000 0.000 -0 .0008 3.000 +D+O . 750L, LL Comb Run (L 'L ") 1 0.0001 3.455 -0 .0003 0.000 +D+O. 750L. LL Comb Run (L 'L *') 2 0.0009 5.000 00000 0 000 +D+O. 750L, LL Comb Run (L 'L ") 3 0.0007 5.000 00000 0 000 +D+O. 750L. LL Comb Run (L 'L ") 4 0.0010 5.000 -0.0000 10.136 PA2019-142 32 William Simpson & Associates , Inc. Project nle: Cisson Design for elevated slab 23 Orchard Rd , Su it 250 Engineer: Masoud Jafan , SE Project ID: WSA#7355 Lake Forest, CA 92630 Project Descr: Printed: 6 JUN 2019 , 12:09PM File = P:IPROJECTS\7355 • Stolz\CAlCS\7355.ecG ENERCALC. INC. 1983-2016. Build:6.16.8.31 , Ver:6.16.8.31 Descri pti on : B-1 Maximum Deflections for Load Combinations load Combination Span Max . Downward Defl location in Span Max. Upward Defl l ocation in Span +0+0 . 750L, LL Comb Run (L 'L ") 5 0.0000 0.000 -0 .0005 3.000 +D+O. 750L, LL Comb Run (L 'L 'L) 1 0.0001 3.455 -0 .0003 0.000 +O+O. 750L, LL Comb Run (L 'L 'L) 2 0.0009 5.000 00000 0 000 +O+O . 750L, LL Comb Run (L 'L 'L) 3 0.0008 5.000 0.0000 0.000 +O+O. 750L, LL Comb Run (L 'L 'L) 4 0.0009 5.000 -0 .0000 10.136 +O+O. 750L, LL Comb Run (L 'L 'L) 5 00000 0.000 -0 .0003 3.000 +D+0.750L, LL Comb Run (L 'LL') 1 0.000 1 3.455 -0 .0004 0.000 +0+0.750L, LL Comb Run (L 'LL') 2 0.0010 5.000 0.0000 0.000 +0+0.750L, LL Comb Run (L 'LL') 3 0.0006 5.000 00000 0 000 +0+0.750L, LL Comb Run (L 'LL') 4 0.00 14 5.000 -0 .0001 10.136 +D+0.750L, LL Comb Run (L 'LL') 5 0.0000 0000 -0 .0009 3.000 +O+O. 750L, LL Comb Run (L 'LLL) 1 0.000 1 3.455 -0 .0003 0 000 +O+O. 750L, LL Comb Run (L 'LLL) 2 0.0010 5.000 0.0000 0.000 +O+O. 750L, LL Comb Run (L 'LLL) 3 0.0006 5.000 00000 0.000 +0+0.750L, LL Comb Run (L 'LLL) 4 0.0013 5.000 -0 .0000 10.136 +0+0. 750L, LL Comb Run (L 'LLL) 5 0.0000 0.000 -0 .0007 3.000 +0+0.750L, LL Comb Run (LL"') 1 0.0002 3.455 -0 .0008 0 000 +0+0.750L, LL Comb Run (LL'") 2 0.00 15 5.000 -0.0000 10.455 +0+0.750L, LL Comb Run (LL'") 3 0.0003 5.000 -0 .0000 1.364 +D+0.750L, LL Comb Run (LL"') 4 0.0012 5.000 -0 .0000 10.136 +D+0.750L. LL Comb Run (LL"') 5 0.0000 0.000 -0 .0007 3.000 +0+0.750L, LL Comb Run (LL ''L) 1 0.0002 3.455 -0.0008 0.000 +0+0.750L, LL Comb Run (LL"L) 2 0.00 14 5.000 -0 .0000 10.455 +D+0.750L, LL Comb Run (LL"L) 3 0.0003 5.000 -0 .0000 1.364 +D+0.750L, LL Comb Run (LL"L) 4 0.00 11 5.000 -0 .0000 10.136 +0+0.750L, LL Comb Run (LL"L) 5 00000 0000 -00005 3.000 +D+O. 750L, LL Comb Run (LL 'L ') 1 0.0002 3.455 -0 .0009 0.000 +D+0.750L. LL Comb Run (LL'L') 2 0.00 15 5.000 -0 .0000 10.455 +O+O. 750L, LL Comb Run (LL'L') 3 0.0002 5.000 -0.0001 8.636 +0+0.750L, LL Comb Run (LL'L') 4 00016 5.000 -00001 10.136 +O+O. 750L, LL Comb Run (LL'L') 5 00000 0000 -00011 3.000 +0+0.750L. LL Comb Run (LL'LL) 1 0.0002 3.455 -0 .0008 0.000 +0+0. 750L, LL Comb Run (LL'LL) 2 0.0015 5.000 -0 .0000 10.455 +D+O. 750L, LL Comb Run (LL'LL) 3 0.0002 5.000 -0 .0001 1.364 +O+O . 750L, LL Comb Run (LL'LL) 4 0.00 15 5.000 -0 .0001 10.136 +O+O. 750L, LL Comb Run (LL'LL) 5 0.0000 0.000 -0 .0008 3.000 +0+0.750L, LL Comb Run (LLL .. ) 1 0.0002 3.455 -0.0007 0.000 +0+0.750L, LL Comb Run (LLL") 2 0.0013 5.000 00000 0 000 +0+0.750L. LL Comb Run (LLL .. ) 3 0.0006 5.000 0.0000 0.000 +0+0.750L, LL Comb Run (LLL .. ) 4 0.00 11 5.000 -0 .0000 10.136 +0+0.750L, LL Comb Run (LLL") 5 0.0000 0.000 -0 .0006 3.000 +0+0.750L. LL Comb Run (LLL 'L) 1 0.0002 3.455 -0 .0007 0.000 +O+O. 750L, LL Comb Run (LLL'L) 2 0.0013 5.000 0.0000 0.000 +D+0.750L. LL Comb Run (LLL'L) 3 0.0006 5.000 00000 0 000 +D+O . 750L, LL Comb Run (LLL'L) 4 00010 5.000 -0 .0000 10.136 +D+O . 750L, LL Comb Run (LLL'L) 5 00000 0000 -0 .0003 3.000 +0+0.750L, LL Comb Run (LLLL ') 1 0.0002 3.455 -0 .0007 0.000 +0+0. 750L, LL Comb Run (LLLL ') 2 0.0014 5.000 -0 .0000 10.455 +D+O 750L, LL Comb Run (LLLL ') 3 0.0005 5.000 -0.0000 9.545 +O+O 750L, LL Comb Run (LLLL ') 4 0.0014 5.000 -0 .0001 10.136 +D+O. 750L, LL Comb Run (LLLL ') 5 00000 0000 -0 .0010 3.000 +D+O. 750L, LL Comb Run (LLLL L) 1 0.0002 3.455 -0 .0007 0.000 +0+0.750L. LL Comb Run (LLLLL) 2 0.0014 5.000 -0 .0000 10.455 +O+O. 750L, LL Comb Run (LLLL L) 3 0.0005 5.000 -0 .0000 9.545 +D+0.750L, LL Comb Run (LLLL L) 4 0.0014 5.000 -0 .0000 10.136 +0+0.750L, LL Comb Run (LLLL L) 5 0.0000 0.000 -0 .0007 3.000 +0.600 1 0.0001 3.455 -0 .0004 0.000 +0.60D 2 0.0007 5.000 -0 .0000 10.455 +060D 3 0.0003 5.000 -0 .0000 9.545 +0.600 4 0.0007 5.000 -0 .0000 10.136 +0600 5 0.0000 0.000 -0 .0004 3.000 L Only, LL Comb Run (""L) 1 00000 0000 -0 .0000 3.455 L Only, LL Comb Run (""L) 2 00000 10.455 -0.0000 5.909 L Only, LL Comb Run (""L) 3 00000 5.909 -0.0000 10.455 PA2019-142 33 William Simpson & Associates , Inc. Project nle: Cisson Design for elevated slab 23 Orchard Rd , Su it 250 Engineer: Masoud Jafan , SE Project ID: WSA#7355 Lake Forest, CA 92630 Project Descr: Printed: 6 JUN 2019, 12:09PM File = P:IPROJECTS\7355 • Stolz\CALCS\7355.ec6 ENERCALC. INC. 1983-2016. Build:6.16.8.31 , Ver:6.16.8.3 1 Desc ri pti on : B-1 Maximum Deflections for Load Combinations Load Combination Span Max . Downward Defl Location in Span Max. Upward Defl Location in Span L Only, LL Comb Run (""L) 4 0.0000 10.136 -0 .0001 5.909 L Only, LL Comb Run (""L) 5 0.0003 3.000 0.0000 0.000 L Only, LL Comb Run ("'L ') 1 00000 3.455 -0 .0000 0 000 L Only, LL Comb Run ('"L ') 2 0.000 1 5.909 -0.0000 10.455 L Only, LL Comb Run ('"L ') 3 0.0001 10.455 -0 .0002 5.909 L Only, LL Comb Run ("'L ') 4 0.0005 5.000 -0 .0000 10.136 L Only, LL Comb Run ("'L ') 5 0.0000 0.000 -0 .0005 3.000 L Only, LL Comb Run ('"LL) 1 0.0000 3455 -0 .0000 0.000 L Only, LL Comb Run ('"LL) 2 0.0 000 5.909 -0 .0000 10455 L Only, LL Comb Run ('"LL) 3 00000 10.455 -0 0002 5.909 L Only, LL Comb Run ("'LL) 4 0.0004 5.000 -0 .0000 10.136 L Only, LL Comb Run ("'LL) 5 00000 0000 -00002 3.000 L Only, LL Comb Run ("L") 1 0.0001 0.000 -0 .0000 3.455 L Only, LL Comb Run ("L") 2 00000 10.455 -0 .0002 5.909 L Only, LL Comb Run ("L") 3 0.0004 5.000 -0 .0000 10.455 L Only, LL Comb Run ("L") 4 0.0000 10.136 -0 .0002 4 09 1 L Only, LL Comb Run ("L") 5 0.000 1 3.000 00000 0 000 L Only, LL Comb Run ("L'L) 1 0.0002 0000 -0.0000 3.455 L Only, LL Comb Run ("L'L) 2 0.0001 10.455 -00002 5.909 L Only, LL Comb Run ("L'L) 3 0.0004 5.000 -0 .0000 10.455 L Only, LL Comb Run ("L'L) 4 0.0 000 10.136 -0 .0003 5.000 L Only, LL Comb Run C"L"L) 5 0.0004 3.000 0.0000 0.000 L Only, LL Comb Run ("LL') 1 0.0 001 0000 -0 .0000 3.455 L Only, LL Comb Run ("LL') 2 0.0000 10.455 -0 .0001 5.909 L Only, LL Comb Run ("LL') 3 0.0002 4 091 0.0000 0.000 L Only, LL Comb Run ("LL') 4 0.0003 5.909 -00000 10.136 L Only, LL Comb Run ("LL') 5 0.0000 0.000 -0 .0004 3.000 L Only, LL Comb Run ("LLL) 1 0.000 1 0.000 -0 .0000 3.455 L Only, LL Comb Run ("LLL) 2 0.0000 10.455 -0.0001 5.909 L Only, LL Comb Run ("LLL) 3 0.0 002 4 091 0 0000 0 000 L Only, LL Comb Run ("LLL) 4 0.0002 5.909 -0 .0000 10.136 L Only, LL Comb Run ("LLL) 5 0.0000 0.000 -0 .0001 3.000 L Only, LL Comb Run ('L"') 1 0.0001 3455 -0 .0005 0.000 L Only, LL Comb Run ('L'") 2 0.0005 5.000 -0 .0000 10.455 L Only, LL Comb Run ('L'") 3 00000 10.455 -00002 4 09 1 L Only, LL Comb Run ('L'") 4 0.0001 4 091 -0 .0000 10.136 L Only, LL Comb Run ('L '") 5 0.0 000 0.000 -0.0000 3.000 L Only, LL Comb Run ('L"L) 1 0.000 1 3.455 -00005 0 000 L Only, LL Comb Run ('L "L) 2 0.0005 5.000 -0 .0000 10.455 L Only, LL Comb Run ('L "L) 3 00000 10.455 -0 .0002 3.182 L Only, LL Comb Run ('L"L) 4 0.0000 10.136 -0 .0001 6.8 18 L Only, LL Comb Run ('L "L) 5 0.0002 3.000 0.0000 0.000 L Only, LL Comb Run ('L'L') 1 0.0001 3455 -0.0006 0.000 L Only, LL Comb Run ('L'L') 2 0.0006 5.000 -00001 10.455 L Only, LL Comb Run ('L'L') 3 0.000 1 10.455 -00004 5.000 L Only, LL Comb Run ('L 'L') 4 0.0006 5.000 -0 .0000 10.136 L Only, LL Comb Run ('L'L') 5 0.0000 0.000 -0 .0006 3.000 L Only, LL Comb Run ('L'LL) 1 0.0001 3455 -0 .0006 0.000 L Only, LL Comb Run ('L 'LL) 2 0.0005 5.000 -00001 10.455 L Only, LL Comb Run ('L'LL) 3 0.0001 10.455 -0 .0003 5.000 L Only, LL Comb Run ('L 'LL) 4 0.0004 5.000 -0 .0000 10.136 L Only, LL Comb Run ('L'LL) 5 0.0000 0000 -0 .0003 3.000 L Only, LL Comb Run ('LL .. ) 1 0.0001 3.455 -0 .0004 0.000 L Only, LL Comb Run ('LL .. ) 2 0.0003 4 091 0.0000 0.000 L Only, LL Comb Run ('LL .. ) 3 0.0002 5.909 -0 .0000 10.455 L Only, LL Comb Run ('LL .. ) 4 0.0000 10.136 -0 .0001 409 1 L Only, LL Comb Run ('LL .. ) 5 0.000 1 3.000 0.0000 0.000 L Only, LL Comb Run ('LL 'L) 1 0.000 1 3.455 -00004 0 000 L Only, LL Comb Run ('LL 'L) 2 0.0003 4 091 0.0000 0.000 L Only, LL Comb Run ('LL 'L) 3 0.0002 5.909 -0 .0000 10.455 L Only, LL Comb Run ('LL 'L) 4 0.0000 10.136 -0 .0002 5.000 L Only, LL Comb Run ('LL'L) 5 0.0004 3.000 00000 0 000 L Only, LL Comb Run ('LL L') 1 0.0001 3.455 -00004 0 000 L Only, LL Comb Run ('LL L') 2 0.0004 4 091 -0.0000 10.455 PA2019-142 34 William Simpson & Associates , Inc. Project nle: Cisson Design for elevated slab 23 Orchard Rd , Sui t 250 Engineer: Masoud Jafan , SE Project ID: WSA#7355 Lake Forest, CA 92630 Project Descr: Printed: 6 JUN 2019, 12:09PM File = P:IPROJECTS\7355 • Stolz\CALCS\7355.ec6 ENERCALC. INC. 1983-2016. Build:6.16.8.31 , Ver:6.16.8.3 1 Desc ri ption : B-1 Maximum Deflections for Load Combinations Load Combination Span Max . Downward Defl Location in Span Max. Upward Defl Location in Span L Only, LL Comb Run ('LLL') 3 0.0000 10.455 -0 .0000 1.364 L Only, LL Comb Run ('LLL') 4 0.0004 5.909 -0 .0000 10.136 L Only, LL Comb Run ('LLL') 5 00000 0000 -0 0004 3.000 L Only, LL Comb Run ('LLLL) 1 0.0001 3.455 -0 .0004 0.000 L Only, LL Comb Run ('LLLL) 2 0.0004 4 091 -0 .0000 10.455 L Only, LL Comb Run ('LLLL) 3 0.0001 5.000 -0 .0000 1.364 L Only, LL Comb Run ('LLLL) 4 0.0003 5.000 -0 .0000 10.136 L Only, LL Comb Run ('LLLL) 5 0.0000 0.000 -0 .0001 3.000 L Only, LL Comb Run (L .... ) 1 0.0 003 0000 -0 .0000 3.45 5 L Only, LL Comb Run (L .... ) 2 00000 10.455 -0 0001 4 09 1 L Only, LL Comb Run (L .... ) 3 0.0000 4.091 -0 .0000 10.455 L Only, LL Comb Run (L .... ) 4 00000 10.136 -0 .0000 4 09 1 L Only, LL Comb Run (L .... ) 5 0.0000 3.000 0.0000 0.000 L Only, LL Comb Run (L '"L) 1 0.0003 0000 -0 .0000 3.455 L Only, LL Comb Run (L '"L) 2 0.0000 10.455 -0 .0001 4 09 1 L Only, LL Comb Run (L '"L) 3 0.0001 5.000 -0 .0000 10.455 L Only, LL Comb Run (L "'L) 4 00000 10.136 -00001 5.909 L Only, LL Comb Run (L '"L) 5 0.0003 3.000 0.0000 0.000 L Only, LL Comb Run (L .. L •) 1 0.0002 0000 -0 .0000 3.455 L Only, LL Comb Run (L "L') 2 0.0000 9.545 -0 .0001 3.182 L Only, LL Comb Run (L .. L •) 3 0.0 001 10.455 -0 .0002 6.8 18 L Only, LL Comb Run (L .. L.) 4 0.0005 5.000 -0.0000 10.136 L Only, LL Comb Run (L .. L·) 5 00 000 0000 -0 .0005 3.000 L Only, LL Comb Run (L ''LL) 1 0.0002 0.000 -0 .0000 3.455 L Only, LL Comb Run (L .. LL) 2 0.0000 0.000 -0 .0001 3.18 2 L Only, LL Comb Run (L .. LL) 3 00000 10.455 -00001 6.818 L Only, LL Comb Run (L .. LL) 4 0.0004 5.000 -0 .0000 10.136 L Only, LL Comb Run (L .. LL) 5 0.0000 0.000 -0 .0002 3.000 L Only, LL Comb Run (L 'L .. ) 1 0.0004 0.000 -0.0001 3.455 L Only, LL Comb Run (L 'L .. ) 2 0.0 001 10.455 -00003 5.000 L Only, LL Comb Run (L 'L .. ) 3 0.0004 5.000 -0 .0000 10.455 L Only, LL Comb Run (L 'L .. ) 4 0.0000 10.136 -0 .0002 409 1 L Only, LL Comb Run (L 'L .. ) 5 0.0002 3.000 0.0000 0.000 L Only, LL Comb Run (L 'L 'L) 1 0.0004 0.000 -0 .0001 3.455 L Only, LL Comb Run (L 'L 'L) 2 0.0001 10.455 -00003 5.000 L Only, LL Comb Run (L 'L 'L) 3 0.0004 5.000 -0 .0001 10.455 L Only, LL Comb Run (L 'L •L) 4 0.0 000 10.136 -0.0003 5.000 L Only, LL Comb Run (L 'L 'L) 5 0.0004 3.000 00000 0 000 L Only, LL Comb Run (L 'LL•) 1 0.0004 0.000 -0 .0000 3.455 L Only, LL Comb Run (L 'LL•) 2 00000 10.455 -0 .0002 5.000 L Only, LL Comb Run (L 'LL') 3 0.0002 4 091 0.0000 0.000 L Only, LL Comb Run (L 'LL•) 4 0.0003 5.909 -0 .0000 10.136 L Only, LL Comb Run (L 'LL') 5 0.0000 0.000 -0.0004 3.000 L Only, LL Comb Run (L 'LLL) 1 0.0004 0000 -0 .0000 3.455 L Only, LL Comb Run (L 'LLL) 2 00000 10.455 -00002 5.000 L Only, LL Comb Run (L 'LLL) 3 0.0003 4 091 00000 0.000 L Only, LL Comb Run (L 'LLL) 4 0.0002 5.909 -0 .0000 10.136 L Only, LL Comb Run (L 'LLL) 5 0.0000 0.000 -0 .0001 3.000 L Only, LL Comb Run (L L"') 1 00000 3.455 -00002 0 000 L Only, LL Comb Run (LL"') 2 0.0004 5.000 -0 .0000 10.455 L Only, LL Comb Run (L L"') 3 00000 10.455 -00002 4 09 1 L Only, LL Comb Run (L L"') 4 0.0000 4 091 -0 .0000 10.136 L Only, LL Comb Run (L L"') 5 0.0000 0.000 -0 .0000 3.000 L Only, LL Comb Run (L L "l) 1 0.0000 3.455 -0 .0002 0.000 L Only, LL Comb Run (L L"L) 2 0.0004 5.000 -0 .0000 10.455 L Only, LL Comb Run (L L "L) 3 0.0000 0.000 -0 .0001 3.182 L Only, LL Comb Run (L L "L) 4 0.0000 10.136 -0 .0001 6.818 L Only, LL Comb Run (L L"L) 5 0.0002 3.000 00000 0 000 L Only, LL Comb Run (LL'L') 1 0.0001 3.455 -0 .0003 0.000 L Only, LL Comb Run (L L 'L') 2 0.0004 5.000 -0 .0001 10.455 L Only, LL Comb Run (L L 'L') 3 0.0001 10.455 -0 .0003 5.000 L Only, LL Comb Run (L L'L') 4 0.0005 5.000 -0 .0000 10.136 L Only, LL Comb Run (L L 'L') 5 00000 0 000 -00006 3.000 L Only, LL Comb Run (L L 'LL) 1 0.0001 3.455 -0.0003 0 000 PA2019-142 J.J William Simpson & Associates , Inc. 23 Orchard Rd , Su it 250 Lake Forest, CA 92630 Desc ri pti on : B-1 Maximum Deflections for Load Combinations load Combination L Only, LL Comb Run (LL 'LL) L Only, LL Comb Run (L L 'LL) L Only, LL Comb Run (L L 'LL) L Only, LL Comb Run (LL 'LL) L Only, LL Comb Run (L LL") L Only, LL Comb Run (L LL") L Only, LL Comb Run (L LL") L Only, LL Comb Run (LLL") L Only, LL Comb Run (L LL") L Only, LL Comb Run (L LL'L) L Only, LL Comb Run (L LL'L) L Only, LL Comb Run (L LL'L) L Only, LL Comb Run (L LL'L) L Only, LL Comb Run (L LL'L) L Only, LL Comb Run (LLLL') L Only, LL Comb Run (L LLL') L Only, LL Comb Run (L LLL') L Only, LL Comb Run (LLLL') L Only, LL Comb Run (L LLL') L Only, LL Comb Run (L LLLL) L Only, LL Comb Run (L LLLL) L Only, LL Comb Run (LLLLL) L Only, LL Comb Run (L LLLL) L Only, LL Comb Run (L LLLL) 17 Span Max . Downward Defl 2 0.0004 3 0.0001 4 0.0004 5 0.0000 1 0.0000 2 0.0002 3 0.0002 4 0.0000 5 0.0001 1 00000 2 0.0002 3 0.0003 4 0.0000 5 0.0004 1 0.0000 2 0.0003 3 0.0001 4 0.0004 5 00000 1 0.0000 2 0.0003 3 0.0001 4 0.0003 5 0.0000 35 Project nle: Cisson Des ign for elevated slab Engi neer: Masoud Jafa n, SE Project ID: WSA# 7355 Project Descr: Printed: 6 JUN 2019, 12:09PM File = P:IPROJECTS\7355 • Stolz\CAlCS\7355.ecG ENERCALC. INC. 1983-2016. Build:6.16.8.31 , Ver:6.16.8.31 location in Span Max. Upward Defl Location in Span 5.000 -0 .0000 10.455 10.455 -0 .0003 5.000 5.000 -0 .0000 10.136 0.000 -0.0003 3.000 3.455 -0 .0001 0.000 4 091 00000 0 000 5.909 -0 .0000 10.455 10.136 -0 .0001 4 09 1 3.000 0 0000 0 000 3.455 -0 0001 0 000 4 091 0.0000 0.000 5.909 -0 .0000 10.455 10.136 -0 .0002 5.000 3.000 00000 0.000 3.455 -0 .0001 0.000 5.000 -0 .0000 10.455 5.000 -0 .0000 8.636 5.909 -0.0000 10.136 0000 -00004 3.000 3.455 -0 .0001 0.000 5.000 -0 .0000 10.455 5.000 -0.0000 9.545 5.000 -0 .0000 10.136 0.000 -0 .0001 3.000 C ID -14 E 0 :E -25 3.23 6.86 10.50 14.14 17J7 21.41 25,05 32,32 Distance (rt) I + l.4 0D I +l.20D + 1.6 0l, ll Co11 D R,n (""l) I + 1.2D D+l.6Dl, ll Co111D R,1 (I II[ I) I +1.rnD+l.6Dl, ll Co111D R,• (lll ll ) I + l.lOD + 1.6 Dl, ll Co11 D R,1 (Il l II ) I + W D+l .6D l, ll Co111 D R,1 ("l 'l) I +l.2DD+ 1.6 Dl, ll Col!I D Run (ll ll I) I + 1.2D D+ 1.60l, ll Co111D R,1 (llll l) I +l.20D+ 1.6Dl, ll Co111D R,1 ('l 111 ) I +l.2DD+ 1.6 Dl, ll Co11D R,1 ('l "l) I + l.2DD+ l.60 l, ll Co111D R,1 ('l ll ') I +l.2DD+ 1.6D l, ll Co11b Ru n (ll 'll) I + l.2DD+ 1.6Dl, ll Co111D R,1 (Ill") I + l.2DD+ 1.6Dl, ll Co111D R,• (Ill 'l) I +l.2DD+ 1.6D l, ll Co11 D Ru1 ('lll I) + WD + l.60 l, ll Ca111D R,n ('llll) +l.20D + 1.6Dl, ll Ca11D Ru n (l 1111 ) I + 1.2D D+ 1.60l, ll Ca111D R,1 (l llll ) I + l.20D+ l.6Dl, ll Co111D R,• (l Ill I) I + I.ZOD+ 1.6D l, ll Co11 D R,n (l "ll ) I +WM.60 l, ll Co111D R,n (l 1l 11 ) I t1.2DD+1.6 Dl , ll Col!lb Ru n (l 1l 1l) I +W D+1.6Dl, ll Co111D R,1 (l 1l l 1) I tWDtl.6Dl, ll Co111D Ru• (l 'lll) I +l.2DD+1.6 Dl , ll Co11D Run (ll 111) I + I.ZOO+ 1.6Dl, ll Ca111D Run (ll "l) I +1.2DD+ 1.6 Dl, ll Caa,b Ru • (ll 'l ') + l.2DD+ 1.60l, ll Co111D R,1 (ll 'll) + l.20D+ l.6Dl, ll Co111D Ru• (lll ") I +I.ZOD+ 1.6D l, ll Ca 11D Run (lll 'l) I + I.ZOO+ 1.6Dl, ll Ca111 D R,n (lll l ') I +l.2DD + 1.6Dl, ll Ca11b Ru n (lllll) I + 1.2DD+D.SDL, ll Co111D R,• (U"l) I + 1.rnD+D.SDl, ll Ca111D R,n (llll ') I + 1.ZDD+O.SDl, ll Ca11b Ru n ('"ll) I +1.2DD+D.SDl, ll Caa,b Run ("l ") I +1.2DD+O.m, ll Coa,b R,• ("l 'l) I +1.20 0+0.m , ll Co111b Ru• [Ull ') I +1.20D+D.SDl , ll Ca111b Run ("lll) +l.20D+O .m, ll Caa,b Ru n ('l "') + I.ZOD+O. SDl, ll Caa,D Run ('l "l) I +l.2DD+O.SDL, ll Coa,D R,• ('l 'l ') I + l.2DD+O.SDL, ll Co111D Ru• ('l 'll) I + l.20D+D.SDl , ll Ca111D Run ('ll ") I +1.ZOD+O.SDl, ll Coa,b Ru n ('ll 'l) I + l.2DD+O. SDl, ll Co11D R,n ('lll ') I +l.2DD +05Dl, ll Co111D R,n ('llll) I + l.2DD+D.SDl, ll Co111D R,• (L "") I + l.2DD+D.SDl , ll Co111D Run (l '"l) I + 1.ZDD+O.SDl, ll Co11 b Ru n (l "l ') I + l.2DD+D. SDl, ll Caa,b Run (l "ll) +l.2DD+O .SDl, ll Coa,D R,• (l 'l ") + l.20D+O.SDL, ll Co111D Ru• (L 'l 'l) I + 1.rnD+D.SDl, ll Ca111D Run (l 'll ') I +1.ZOD+O.SDl, ll Caa,b Ru n (l 'lll ) I +WD+O .SDl , Ll Ca111b R,n (ll"•) I +l.2DD+D.SOL, lLCaa,D R,• (L l Ill) I +l.20 D+D.m, lLCa111D R,, (Ll 'L') I +1.2DD +D.SOl, ll Ca111b R,• (ll'll) I +l.20D+O .SDl, ll Caa,b R,n (lll ll ) I + I.ZOD+D. SDl , ll Ca111D R,n (lll 'l) I +l.2DD+D.SOl, ll Co111D R,n (llll ') I + l.20D+D.SDL, ll Co111D R,• (Lllll) + 1.20D +D.9DD 35,86 PA2019-142 William Simpson & Associates , Inc. 23 Orchard Rd , Suit 250 Lake Forest, CA 92630 36 Project nle: Cisson Des ign for elevated slab Engi neer: Masoud Jafa n, SE Project ID: WSA# 7355 Project Descr: Printed: 6 JUN 2019, 12:09PM File = P:IPROJECTS\7355 -Stolz\CALCS\7355.ec6 EN ERCALC. INC. 1983-2016. Build:6.16.8.31 , Ver:6_ 16.8.3 1 Desc ri pti on : B-1 14 ,,.., 6 MEMBER···».--...... -• .. Ill ID .7 .c l'l -14 10.50 14,14 17J7 21.41 25 ,05 28 .68 32.32 Distance (ft) I + l.4 DD I t l.2D D+ 1.6 Dl, ll Co11 D R,n ("Ill) I t 1.20 Dt 1.6Dl, ll Co111D Ru•(' "l ') I t 1.2D D+ 1.6Dl, ll Co 111 D R,• ('"ll ) I + 1.2D D + 1.6 Dl, ll Co111 D R,1 ("l ") I t 1.2DD+ 1.6Dl, ll Co 111 D R,n (Il l 'l) I t l.2DD + 1.6 DL, ll Coai D R,• ("ll ') I t l.2D D+ 1.6Dl, ll Ca111D Ru • ("ll l) I t 1.2D D+ 1.6Dl, ll Ca 111 D R,• ('l "') I t 1.20 D+ 1.6 Dl, ll Ca111 D R,1 ('l "l) I + 1.20D+ l.6D l, ll Ca111D R,• ('l 'l ') I t l.2DD + 1.6Dl, ll Co111D R,• ('l 'll) I + l.2D D+ 1.6Dl, ll Ca111D Ra•(' ll ") I + 1.2D D+ 1.6Dl, ll Ca111D R,• ('ll 'l) I + 1.20D+ 1.6D l, ll Co111 D R,• ('lll ') t 1.2DD + 1.6Dl, ll Co111 D Ru• ('llll) t l.2DD + 1.6Dl, ll Co11D R,n (l 1111 ) I + l.2D D+ 1.6Dl, ll Ca111D Ru• (l '''l) I t 1.2DD+ 1.6Dl, ll Co111D R,• (l "l ') I + 1.20 D+ 1.6 Dl, ll Co111 D R,n (l "ll ) I t WD+ 1.6Dl, ll Co111D R,• (l ll 11) I +1.2DD + 1.6Dl, ll Co111 D R,• (l ll ll) I + 1.2D D+ 1.60l, ll Ca111D Ru1 (l Il l I) I + 1.200 + 1.60l, ll Co111D R,• (l ll ll ) I + 1.20D+ 1.6D l, ll Co111D R,n (ll 111) I + 1.2DD+ 1.6Dl, ll Co111D R,• (ll "l) I t l.2DD + 1.6Dl, ll Co111D R,• (ll 'l ') + 1.20 Dt 1.6Dl, ll Co111D Ru• (l l 'll) + 1.2D D+ 1.6Dl, ll Co111D R,• (lll ") I + 1.20D+ 1.6D l, ll Co111 D R,1 (lll 'l) I tl.2DD+1.6D l, ll Co111D Ru• (lll l ') I tl.2DD+ 1.6 Dl, ll Co111 D R,• (ll lll) I + l.20 D+D.SDL, ll Co111D R,• (U"L) I +1.HO+D.SDL, ll (0111 D Ru• ('"l ') I t1.2DD+O .SDL, ll Co111 D R,n ('llll) I +1.20D+D. SDl, ll Co111 D R,• (Il l II ) I +l.20D+O.SDL, LL Co111D R,• (II [ IL) I + l.20 D+O.SOL, LL Co111D Ru• (U ll ') I + 1.20D +O.SOL, ll (0111D R,• ("lll) +1.20 D+D.SOl, ll Co111D R,n ('l "') + 1.20D+D . SOL, ll Co111 D R,n ('l "l) I t l.2DD +rnl, LL Co111D R,n ('l 'l ') I + l.20 D+D.SOL, ll Co111D Ru• (•l •ll) I + 1.20 0+0.SOL, ll Co111D R,• ('ll ") I t1.20D+D .S0l, ll Co111D R,n ('ll 'l) I + 1.20D+D. SOL, ll Co111 D R,n ('LL l ') I +1.20D +rnl, LL Co111D R,n ('lll l) I + l.20 D+D .SOL, ll Co111D Ru • (l 1111) I + 1.20 D+O .SOL , ll Co111D Ru• (l '"l) I +1.20D+0 .S0l, ll Co111 D R,n (l Ill') I +1.20D+O. SOL , ll Co111 D R,• (l llll ) +1.20D+rnl, LL Co111D R,• (l 'l ") + l.20 D+O.SOL, ll Co111D Ru• (l 'l 'l) I + 1.20D+O.SOL, ll Co111D R,• (l 'll ') I +1.20 D+D.SOl, ll Co111 D R,n (l 'lll ) I t l.20Dt 0. SD l, ll Co111 D R,n (ll 111 ) I t l.20D t0 .SDL, LL Co11D R,n (Ll 11L) I + l.20 D+O .SOL, ll Co111D Ru • (LL 1L 1) I t 1.20 Dt0 .SOL , ll Co111D R,n (ll 1ll) I + l.20 D+0.S0l, Ll Co11D R,n (lll 11 ) I + 1.20D+D. SO L, ll Co111 D R,n (lLL 'l) I t l.20D +O.SO L, LL Co111D R,n [llll ') I + l.2D D+O .SOL, ll Ca111D Ru• [Lllll) + 1.20 D +D.90D 0.0012 0.0005 c MEMBER ... » ·--0")Jl)03 V ~ -0~010 ID Cl ~~018 DO•~ +D+l, ll Co11D R,n (ll ll I) +D+l , ll Co11D R,• ('ll ") +D +l, ll Co11D R,• (L Ill') +D+l , ll Col!ID R,n (L l '") +D+l , ll Col!ID R,n (L lll ') +D+DJSOl, ll Ca111 D R,1 ("l 'l) +D+D .ml, ll Ca111 D R,1 ('l 'll) +D+DJSOl, ll Ca111D R,1 (l llll) +D+D .ml, ll Ca111 D R,n (l 'lll) +D+D.7SOL, ll Co111 D R,, (ll l 'l) l On ly, LL Ca111D R,n (ll 'll) l On ly, ll Ca111D R,n ('l "l) l O•ly, ll Ca111D R,n ('lll l) l O•ly, ll Ca111D R,n (l 'l 'l) l O•ly, ll Ca1!1D R,n (ll 'll ) 6.1$ t 82 +D +l , ll Ca"'1D Ru • (1111[) +D +l , ll Co"'1D Ru• (11 lll ) +D+l , ll Ca"'1D Ru• (1ll 1l) +D +l , ll Co"'1D Ru • (l 11ll) +D +l , ll Ca1111D Ru • (ll 11 l) +D+l , ll Ca1111D Ru • (lllll ) +M.7SD l, ll Co 111D R,n ("ll I) +M.7SDl, ll Co111 D R,n ('ll ") +D +WDl, ll Co111 D R,n (l Ill I) +M.7S Dl, ll Co111D R,n (ll '") +D +0.7SDl, ll Co111 D R,n (llll ') l On~1 ll Co111D Ru• (Ill II) l On~1 ll Co111D Ru• ('l 'l ') l On~1 ll Co111D Ru• (l 11 11 ) l On~1 ll Co111D Ru• (l 'll ') l On~1 ll Co111D Ru• (lll ") 13.45 17,0~ 20J3 24.1 28.00 Distance (ft) +D+l, ll Co111D Ru n ('Ill') I +D+l , ll Co111D Ru• ('"ll ) I +D +l, LL Coni D R,n ("l ") +D+l, LL Co11 D R,n ('l '") I +D+l, ll Co111D Ru• ('l "l) I +D+l, LL Co111 D R,n ('l 'l ') +D+l , ll Co11D R,n ('lLL ') +D+l , ll Co111D Ru• ('llll ) +D+l, LL ConiD Ran (l 1111) +D+l, ll Co11D Ru n (l I[ 11) I +D+l , ll Co111D Ru• (l 'l 'l) I +D+l, ll Coni D Ra n (l ILL ') +D+l , LL Co11D R,n (ll 'l ') +D+l , ll Co111D Ru• (ll 'll ) +Dtl, LL Co111D R,n (lll ") +D+D.lSOl, ll Co111D Ru• ['"'l) I +D+OJSM, ll Col!I D R,n ('"l ') I +D+OJSOl , ll Co111D Ru • ["'ll) +D+tml, ll Co111 D R,, ("lll) +D+0.7SM, ll Co1!1 D R,n (I[ Ill ) +D+rnDl, ll Co 111D R,, (ll ltl) +Dt0.7S0l, ll Co111 D R,• ('ll 'l) I +D+O.ml, ll Col!ID R,n ('lll ') I +D+D.7SDl, ll Co 111D R,• ('llll) +D +D.7SDl, ll Co111D Run (l ll ll) +D+0.7SM, ll ConiD R,n (l ll 11) +D+D.7SDl , ll Co111D R,• (l ll *l) +D+0.7SDl, ll Co111D R,• (LL ''l) I +D+WDl, ll Co11D R,n (ll 'l ') I +M.7SDl, ll Co111D R,• (ll 'll) +Dto.1SOl, llC0111 D R,• (LL lll) +WO lO •ly, llConiD R,n (lllll ) l O•ly, ll ConiD R,n ("l'l) I l Only, ll Co111D Ru• ("ll ') I l O•ly, ll ConiD R,n ("LLl) l On ly, ll Ca111D Run ('l 'll) l Only, ll Co111D Run ('ll ") l On ly, ll ConiD R,n ('ll 'l) l O•ly, ll ConiD R,n (l "'l) I l Only, ll Co111D Ru• (l "l ') I l O•ly, ll ConiD R,n (l "ll) l O•ly, ll ConiD R,n (l 'LL l) l Only, ll Co111D Ru• (ll"') l O•ly, ll ConiD R,n (ll "l) l On ly, ll CaniD R,n (lll 'l) I l O•ly, ll Co111D Ru• (llll I) I l O•ly, ll ConiD R,n (llLLl) 31.64 34.77 +D+l, ll {0111D Ru• !11l 1l) +D+l, ll {0111D Run ('l 'll) +D tl, ll {0111D Ru• ll 111 l) +D+l , ll {0111D Ru• (l 1lll) +D+l, ll {0111D Ru• llll 1l) +D+WOl, LL ConiD Ru n ["l ") +D+0.7SOl, ll Co111D R,n ('l 'l I) +D+WDl, ll Co111 D R,n (l "") +D+0.7 SO l, ll Co111D R,n (l Ill I) +D+D.7SDl , ll Co11D R,n (l ll ") l On ly, ll Co111 D Ru•(' Ill I) l Only, LL Co111 D Ru•(' l "') l O•ly, LL Co111D Run(' LL l ') l Only, LL Co111 D Ru• (l 'l ") l Only, LL Co111 D Ru• (l l 'l ') PA2019-142 William Simpson & Associates , Inc. 23 Orchard Rd , Su it 250 Lake Forest, CA 92630 TiUe Block Line 6 Desc ri ption : 24" dia Caisson Code References Calculations per IBC 2015 1807.3, CBC 2016, ASCE 7-1 0 Load Combinations Used : ASCE 7-1 0 General Information Pole Footing Shape Pole Footing Diameter ... Calculate Mi n. Depth fo r Allowable Pressures No Lateral Restraint at Ground Surface Allow Passive ................. . Max Passive .................. . [ Controlling Values Govern ing Load Combination: +D+O.?OE+H Lateral Load Moment NO Ground Surface Rest ra int Pressures at 113 Depth Actual Allowable Minimum Required Depth Footing Base Area Maximum Soil Pressure Applied Loads Circ ular 24.0 in 200.0 pcf 1,500.0 psf 7.420 k 33.390 k-ft: 888.89 psf 890.26 psf 13.375 ft 3.142 f1A2 6.764 ksf Project nle: Engineer: Project Descr: ''*""" 37 Cisson Design for elevated slab Masoud Jafa n, SE Project ID: WSA# 7355 Printed: 6 JUN 2019, 11:36AM File = P:IPROJECTS\7355 • Stolz\CALCS\7355.ec6 ENERCALC. INC. 1983-2016. Build:6.16.8.31 , Ver:6.16.8.31 Soil Surface No lateral reSIJaint 0 Footing Olameler = Z'-0'" Lateral Concentrated Load (k) Lateral Distributed Loads (k in Vertical Load (k) D : Dead Load Lr · Roof Live L : Live S: Snow W:Wind E : Earthquake H : La teral Earth Load distance above ground surface k k k k k 10.60 k k 4.50 ft Load Combination Results Load Combination +D+H +D+L+H +D+Lr+H +D +S+H +D+O. 750Lr+O . 750L +H +D+0.750L +0.750S+H +D+0.60W+H +D+0.70E+H +D+0.750Lr+O . 750L +0.450W+H TO P of Load above ground surface BOTTOM of Load above groun d surface Forces@ Ground Surface Loads -(k) Moments -(ft-k) 0 .000 0.000 0.000 0.000 0.000 0.000 0 .000 0.000 0000 0.000 0.000 0.000 0.000 0.000 7.420 33.390 0.000 0.000 k/ft k/ft k/fl k/fl k/ft k/fl k/ft fl fl Required Depth -(ft) 0.13 0.13 0.13 0.13 0.13 0.13 0.13 13.38 0.13 Pressure at 113 Depth Actual -(psn Allow -(psQ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 888.9 890.3 0.0 0.0 16.750 k k 4.50 k k k k k Soil Increase Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 PA2019-142 Desc ri pti on : William Simpson & Associates , Inc. 23 Orchard Rd , Suit 250 Lake Forest, CA 92630 TiUe Block Line 6 24" dia Caisson +D+0.750L +0 .750S +0.450W+H +D+O. 750L +0.750S+0.5250E+H +0.60D+0.60W+0.60H +0.60D+0.70E+0.60H 0 .000 5.565 0 .000 7.420 0.000 25 .043 0.000 33 .390 38 Project nle: Cisson Des ign for elevated slab Engi neer: Masoud Jafa n, SE Project ID: WSA# 7355 Project Descr: 0.13 11.88 0.13 13.38 Printed: 6 JUN 2019, 11:36AM File = P:IPROJECTS\7355 • Stolz\CALCS\7355.ec6 EN ERCALC. INC. 1983-2016. Build:6.16.8.31 , Ver:6.16.8.3 1 0.0 0.0 1.000 784 .2 784.3 1.000 0.0 0.0 1.000 888 .9 890.3 1.000 PA2019-142 39 WILLIAM SIMPSON & ASSOCIATES, IN C. Project: CAISSON DESIGN Job: 7355 CONSULTING STRUCTURAL ENGINEERS 605 V ia Lido Soud Sheet: 23 Orchard, Su ite 250 P (949) 206 -9929 Newport Beach, CA 92663 Design: SK t---------------1-------t Lake Forest, CA 92630 F (949) 206-9955 Light Pole Footing Design Date: 06/06/19 B) Pole footma des1an (<~= 0 9) fc = 4.5 ksi Fy = 60 ksi W= = 23 23.0 k & n = 1 pi les kips/pile V = 0 .573 W V = 13.2 k :: h = d= 5.0 15.0 ft ft :: Mu= V * ( h + 0.34*d) = 133.1 ft-k b= 2.0 ft r= b * 12 / 2 = 12 in Try Jd = 14.4 in Tu = Cc = Mu/ Jd = 110.9 kips Cc= <~( 0 .85 fc) * Aconc. Aconc. = 32.2 in 112 Aconc. = [( arc * r ) -C * ( r - a )] / 2 & arc= 7T * r * Ao /180 C = 2 * sqrt( 2 * r * a -a112 ) Ao = 2 .. Arcsin [ C / 2r ) Try a=? (in) 2.97 C (in) 15.8 Ao (dearee) 82.4 :: a= 2 .97 in Check Jd = b * 12 -3" -a arc (in) 17.3 Ac onc. (in112) 32.2 = 18.0 in > Assumed Jd, :: o.k. Tu= 88.6 <= <H n = ~As * Fy .. As= 1.64 in112 .. (As)min = 0 .0018 :y) * Ag >>> conservatively, Ag = 11 *b112 / 4 = 0.81 in112 > As (As)req'd = 1 .33 * As = 2.2 in112 ·· Use 5-# 6 vertical reinforcement I 0.85 Cone Pole Ftg C Arc J. b b l ' max Centro id 3" Cir PA2019-142