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STRUCTURAL CALCULATIONS
Project data:
1. Proiect name: 211 TUSTIN
2. Project description ; Plan Check Corrections
3. Proiect address: 211 TUSTIN AVE., NEWPORT BEACH, CA.
4. Proiect number: 19-052
5. Date: 05-18-22
FMH ENGINEERING, INC.
�,{}ILUIP!G plVl$!ON
05-18-22
TEL:949-245-8000 EMAIL:FADYHAKIM@FMHENGINEERING.COM
®' Anchor DesignerTM
Software
Version 3.0.7947.0
1.Proiect information
Customer company:
Customer contact name:
Customer e-mail:
Comment:
2. Input Data & Anchor Parameters
General
Design method:ACI 318-14
Units: Imperial units
Anchor Information:
Anchor type: Cast -in -place
Material: F1554 Grade 36
Diameter (inch): 0.375
Effective Embedment depth, her (inch): 10.000
Anchor category: -
Anchor ductility: Yes
hmm (inch): 11.13
Cmm (inch): 2.25
Smm (inch): 2.25
Recommended Anchor
Anchor Name: J- or L-Bolt - 318"0 J- or L-Bolt, F1554 Gr. 36
Company:
Date:
5/18/2022
Engineer:
Page:
1/5
Project:
Address:
Phone:
E-mail:
Project description:
Location:
Fastening description:
Base Material
Concrete: Normal -weight
Concrete thickness, h (inch): 24.00
State: Cracked
Compressive strength, f'o (psi): 4500
Lv,v: 1.0
Reinforcement condition: B tension, B shear
Supplemental reinforcement: Not applicable
Reinforcement provided at corners: Yes
Ignore concrete breakout in tension: No
Ignore concrete breakout in shear: No
Ignore 6do requirement: No
Build-up grout pad: No
Base Plate
Length x Width x Thickness (inch): 7.50 x 7.50 x 0.25
Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility.
Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com
Anchor Designer TM
LEt Software
Version 3.0.7947.0
Load and Geometry
Load factor source: ACI 318 Section 5.3
Load combination: not set
Seismic design: No
Anchors subjected to sustained tension: Not applicable
Apply entire shear load at front row: No
Anchors only resisting wind and/or seismic loads: No
Strength level loads:
N.. [lb]: 0
V,,,. [lb]: 0
V.,y [lb]: 0
Mu. [ft-lb]: 700
M„ y [ft-lb]: 0
W� [ft-lb]:0
<Figure 1>
Company:
Date:
5/18/2022
Engineer:
Page:
2/5
Project:
Address:
Phone:
E-mail:
0'Ib
Z
Ibl
Y
0lb
Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility.
Simpson Strong -Tie Company Inc 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925,560.9000 Fax: 925.847.3871 wwwstrongde.com
®' Anchor DesignerTM
r Software
Version 3.0.7947.0
<Figure 2>
Company:
I Date:
5/18/2022
Engineer:
I Page:
3/5
Project:
Address:
Phone:
E-mail:
Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility.
Sirnpson Strong-i'ie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com
salt'/� Anchor DesignerTM
r Software
Version 3.0.7947.0
Company:
I Date:
5/18/2022
Engineer:
Page:
4/5
Project:
Address:
Phone:
E-mail:
3. Resulting
Anchor Forces
Anchor
Tension load,
Shear load x,
Shear load y,
Shear load combined,
Nua (Ib)
Vuax (Ib)
Vuay (lb)
4(Vuax)'+(Vuay)' (lb)
1
264.7
0.0
0.0
0.0
2
796.2
0.0
0.0
0.0
3
796.2
0.0
0.0
0.0
4
264.7
0.0
0.0
0.0
Sum
2121.9
0.0
0.0
0.0
Maximum concrete compression strain (ko): 0.10
Maximum concrete compression stress (psi): 451
Resultant tension force (lb): 2122
Resultant compression force (lb): 2122
Eccentricity of resultant tension forces in x-axis, e'Nx (inch): 0.63
Eccentricity of resultant tension forces in y-axis, e'Ny (inch): 0.00
4. Steel Strength of Anchor in Tension (Sec. 17.4 11
Naa (lb) d ^. (lb)
4495 0.75 3371
5. Concrete Breakout Strength of Anchor in Tension (Sec. 17.4.2)
Nb = kcl aqFcharl s (Eq. 17.4.2.2a)
kc to Fc (psi) ha (in) Nb (Ib)
24.0 1.00 4500 8.000 36429
<Figure 3>
ONcbg =0 (ANcI ANco)Y'ac,NVed NTc,NVcp,NNb (Sec. 17.3.1 & Eq. 17.4.2.1 b)
ANc (in2) ANpo (m2) C.rmM (In) KIN 'Yd,N Y.N Yp.N Nb (Ib) 0 ^bg (lb)
304.75 576.00 4.50 0.950 0.813 1.00 1.000 36429 0.70 10418
6. Pullout Strength of Anchor in Tension (Sec. 17.4.31
fNpn = fYc,PNp = fYc,P0.9f cehda (Sec. 17.3.1, Eq. 17.4.3.1 & 17.4.3.5)
VpC'P Fc (psi) da (in) eh=3da (in) 0 ON, (Ib)
1.0 4500 0.38 1.13 0.70 1196
Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility.
Simpson Strang -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com
Iti�lt'/ Anchor DesignerTM
t Software
Version 3.0.7947.0
11. Results
Company:
Date:
5/18/2022
Engineer:
Page:
5/5
Project:
Address:
Phone:
E-mail:
11. Interaction of Tensile
and Shear Forces (Sec.
D.717
Tension
Factored Load, N�, (Ib)
Design Strength, eNn (lb)
Ratio
Status
Steel
796
3371
0.24
Pass
Concrete breakout
2122
10418
0.20
Pass
Pullout
796
1196
0.67
Pass (Governs)
3/8"0 J- or L-Bolt, F1554 Gr. 36 with hef = 10.000 inch meets the selected design criteria.
12. Warninas
- Designer must exercise own judgement to determine if this design is suitable.
Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility.
Su npsor1 Stang-Tio Company Im. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847,3871 www.strongtie.com
®' Anchor DesignerTM
t Software
Version 3.0.7947.0
1.Proiect information
Customer company:
Customer contact name:
Customer e-mail:
Comment:
2. Input Data & Anchor Parameters
General
Design method:ACI 318-14
Units: Imperial units
Anchor Information:
Anchor type: Cast -in -place
Material: F1554 Grade 36
Diameter (inch): 0.375
Effective Embedment depth, he (inch): 8.000
Anchor category: -
Anchor ductility: Yes
hmm (inch): 9.13
Cmm (inch): 2.25
Smm (inch): 2.25
Company:
Date:
5/18/2022
Engineer:
Page:
1/5
Project:
Address:
Phone:
E-mail:
Project description:
Location:
Fastening description:
Base Material
Concrete: Normal -weight
Concrete thickness, h (inch): 24.00
State: Cracked
Compressive strength, f. (psi): 4500
W..v: 1.0
Reinforcement condition: B tension, B shear
Supplemental reinforcement: Not applicable
Reinforcement provided at corners: Yes
Ignore concrete breakout in tension: No
Ignore concrete breakout in shear: No
Ignore 6do requirement: No
Build-up grout pad: No
Base Plate
Length x Width x Thickness (inch): 9.00 x 6.00 x 0.25
Recommended Anchor
Anchor Name: Heavy Hex Bolt - 318" 0 Heavy Hex Bolt, F1554 Gr. 36
t1SS, t.(,44.t 4t 4 des � i nfkl r : .
Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility.
Sii npson Stmng-Tie Company Inr,. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com
Anchor DesignerTM
r Software
Version 3.0.7947.0
Load and Geometry
Load factor source: ACI 318 Section 5.3
Load combination: not set
Seismic design: No
Anchors subjected to sustained tension: Not applicable
Apply entire shear load at front row: No
Anchors only resisting wind and/or seismic loads: No
Strength level loads:
Nua [Ib]: 0
Wax [lb]: 0
Way [lb]: 0
Mux [ft-Ib]: 700
Muy [ft-lb]: 0
Mug [ft-lb]: 0
<Figure 1>
700
M
Company:
Date:
5/18/2022
Engineer:
Page:
2/5
Project:
Address:
Phone:
E-mail:
Qlltr.'.....
Z
lb',
ki
Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility.
Simpson Strong-?ia Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com
®' Anchor Designer TM
Software
Version 3.0.7947.0
<Figure 2>
Company:
Date:
5l18/2022
Engineer:
Page:
3/5
Project:
Address:
Phone:
E-mail:
Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility.
Simpson Strong -Tie; Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com
Anchor DesignerTIM
r Software
Version 3.0.7947.0
Company:
Date:
"'8/2022
Engineer:
Page:
415
Project:
Address:
Phone:
E-mail:
3. Resulting
Anchor Forces
Anchor
Tension load,
Shear load x,
Shear load y,
Shear load combined,
%� (Ib)
V� (lb)
Vu,y (Ib)
J(Vuax)'+(Vn,y)' (Ib)
1
1529.2
0.0
0.0
0.0
2
1529.2
0.0
0.0
0.0
Sum
3058.4
Maximum concrete compression strain (%,): 0.20
Maximum concrete compression stress (psi): 887
Resultant tension force (lb): 3058
Resultant compression force (Ib): 3058
Eccentricity of resultant tension forces in x-axis, e'Nx (inch): 0.00
Eccentricity of resultant tension forces in y-axis, e'Nr (inch): 0.00
4. Steel Strenath of Anchor in Tension (Sec. 17.4.11
Ns, (Ib) 0 ^N (Ib)
4495 0.75 3371
5. Concrete Breakout Strength of Anchor in Tension (Sec. 17.4.2)
Ne = k .Z,4r�h,rr' (Eq. 17.4.2.2a)
k� A. f, (psi) ho (in) Na (Ib)
24.0 1.00 4500 8.000 36429
rr
<Figure 3>
Mr
01
ONcne =0 (AN./ANro)Y'a�,N'Y a.N74,NY4p,NNa (Sec. 17.3.1 & Eq. 17.4.2.1 b)
ANc (m2) ANco (In2) ca,min (In) %'N T.gN V/"N V"p,N Nc (lb) 0 ON,np (II))
180.00 576.00 3.00 1.000 0.775 1.00 1.000 36429 0.70 6176
6. Pullout Strength of Anchor in Tension (Sec. 17.4.3)
ONm = Ov',,vNp = OKP8&Vfr (Sec. 17.3.1, Eq. 17.4.3.1 & 17.4.3.4)
yrp Ame (in') f, (psi) 0 ON, (lb)
1.0 0.30 4500 0.70 7535
Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility.
Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com
Anchor Designer TIM
Software
Version 3.0.7947.0
Company:
Date:
5/18/2022
Engineer:
Page:
5/5
Project:
Address:
Phone:
E-mail:
7 Side -Face Blowout Strength of Anchor in Tension (Sec 17 4 4)
^b,a = 0((1+ca2/car)/4)(1+s16car)Nac = 0((1+ca2/car)/4)(1+s/6car)(160caiJAms)A*� (Sec. 17.3.1, Eq. 17.4.4.1 & 17.4.4.2)
s (in) car (in) cat (in) Ang (W) A. fa (psi) 0 ONseg (Ib)
6.00 3.00 12.00 0.30 1.00 4500 0.70 16433
11. Results
11. Interaction of Tensile and Shear Forces (Sec. D.7)?
Tension Factored Load, N„a (lb) Design Strength, oNn (lb) Ratio Status
Concrete breakout 3058 6176 0.50 Pass (Governs)
Pullout 1529 7535 0.20 Pass
Side -face blowout 3058 16433 0.19 Pass
3/8"0 Heavy Hex Bolt, F1554 Gr. 36 with hef = 8.000 inch meets the selected design criteria.
12. Warnings
- Designer must exercise own judgement to determine if this design is suitable.
Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility.
Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com