Report ill bT4,2.c)/..s— 0O 1s—v3
Client Stone Bridge Homes NW r"%S'rkL
Shipping 15038 SW Harvey's View
OS 0 Fl) Avenue
DO '
— p Tigard,OR
Project Name: Job 1849 Jot#t Quantity 1 Description:
Violated Beam
Beam C Rosboro X-Beam 5.500" X 11.875" - PASSED 5/11120162;31 PM
Page 1 of 1
Design check for holes: Designer:
No Repair Required.
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Low stress area, holes okay, no repair required
Type: Girder Application: Floor Reactions
Moisture Condition:Dry Design Method: ASD — — — — --
Deflection LL: 480 Building Code. IBC/IRC 2012 Bfg Live Dead Snow Wind Const
Deflection IL. 240 Load Sharing: No 1 2125 1476 0 0 0
Importance: Normal Wet Use' No 2 1411 1298 0 0 0
Temperature: Temp<=100°F Deck: Not Checked
Vibration: Not Checked
Bearings
Bearing Input In Cap. React D/L lb Total Ld.Case Ld.Comb.
Analysis ActualLocation Allowed Capacity Load Comb.Ld.Case Length Analysis
Moment 15397 ft-lb 5'5" 25853 ft-lb 0.596(60%)D+L L 1-D 5.500" 1.500" 70% 1476/2125 3601 L D+L
Fir
Unbraced 15397 ft-lb 5'5" 25562 ft-lb 0.602(60%)D+L L 2-D 5.500" 1 500" 53% 1298/1411 2709 L D+L
Shear 3350 lb 1'4 5/8" 11539 lb 0.290(29%)D+L L Fir
LL Deft inch 0.185(L/856) 6'7 118" 0 330(U480) 0.560(56%)L L — –
TL Dell inch 0.299(U531) 6'8 3/16" 0.660(U240) 0.450(45%)D+L L
Design OK. —_
Design Notes
1 Girders are designed to be supported on the bottom edge only
2 Top unbraced.
3 Bottom unbraced
ID Load Type Location TO Wdth Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments
1 Uniform 1-0-0 Top 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF
2 Uniform Top 120 PLF 0 PLF 0 PLF 0 PLF 0 PLF
3 Point 5.5-0 Top 744 lb 2976 lb 0 lb 0 lb 0 lb
Self Weight 16 PLF
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...Ray sealed
✓�/4 �1 May 17,2016
IRON M.
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CERTIFICATION IS FOR DESIGN CHECK OR REPAIR
ONLY. EXISTING LOADS,DIMENSIONS AND FIELD
CONDITIONS INFO WAS PROVIDED BY OTHERS.
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CALCULATED STRUCTURED CE:40NS