HomeMy WebLinkAboutX2019-2205 - CalcsVOR 4905
308 Morning SfarZn
blh2.com
STRUCTURAL CALCULATIONS
(SLIDER HEADER ONLY)
for
308 MORNINGSTAR LN.
NEWPORT BEACH, CA 92660,
ccs
PREPARED BY: BARRY L HUSEAL, P.E. (CA # 28761)
I F I c
Structural Engineering
Construction Consulting
Expert'feedimony
3251 Rintcrast Or. 116 Aguirre Rd,
Laguna Reach, CA 92651 YFhuridc, CO 81435
949/715-3700 949/715-3800 VAX 949/233.5187
B
SHEETNO.— OF
CALCULATED BY DATE
CHECKED BY DATE
SCALE
MEMBER REPORT Level, Roof., Drop Beam
4 plece(s) 13/4" x 117/8" 2.0E Mlc rollam0 LVL
Overall Length: 24'
N N
All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal.
Design Results
Actual Location
Allowed
Result
WF Load: Combination (Pattern)
Member Reaction (lbs)
4490 @ 23'8"
27913 (5.50")
Passed (16%)
-- 1.0 D + 1.0 Lr (AII Spans)
Shear (I Its)
3836 @ 22'6 5/8"
19742
Passed (1945)
1.25 1.0 D + 1.0 Lr (All Spans)
Moment (Ft -lbs)
21109 @ 13' 6 5/8"
44621
Passed (47%)
1.25 1.0 D + 1.0 Lr (All Spans)
Idve Load per. (in)
0.424 @ 12' 4 7/8"
0.778
Passed (L/660)
-- 1.0 D + 1.0 Lr (All Spans)
Total Load Deg. (in)
1.066 @ 12'4 1/2"
1.167
Passed L/263
- 1.0 D + 1.0 Lr (AJ1 Spans)
• DenecOon criteria: LL (1.1360) and TL (1/240).
Top Edge Bracing (Lu): Top compression edge must be braced at 22' 4" o/c unless delalied otherwise.
• Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 24' o/c unless delalled otherwise.
• Member should be side -loaded from both sides of the member to prevent rotation.
Bearing Length Lead, tosupports (ib.)
Supports Total Available RequiredP1552
l�e Total Accessories
f - Column - SPF 5.50' 5.50" 150" 960 2512 Blacking
1 -Column -SPF 5.50" 5.50" 1.50" 1815 4490 Blocking
Blocking Panels areassumed to carryno loads applied direcUv,b,, them and the full load Is aoolled I the member heron dremn,
Loads
Location (side)
Tributary
width
Dead
(0.90)
Roof Live
(non-snovr. Lia) comments
0 -SO W,Ight(PLF)
Oto 24'
II/A
24.2
C
i - Uniform(PLF)
l8'10 24'(Fronl)
IVA
243.0
185.0 Roof
2 -Tapered (PLF)
0 to 18' (front)
Il/A
0.0 to 243.0
OA to 165.0
PASSED (_...
System: Roof
Plember Type: Drop Beam
Building Use ; Reslden0a1
Building Code: IBC 2015
Design Methodology: ASD
Member Pitch: 0/12
(2y)
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Forte Software Operator Job Notes
Barry Mouseal
BLR. Inc
)6-3700
banyh
Barry houseal(iggm ail com
2/15/2019 11:56:21 AM
Forte v5.4, Design Engine: V7.1.1.3
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