HomeMy WebLinkAboutBeam CalcReport created using
Plan Analyst software
by Ben Weese and Associates
www.PlanAnalyst.com
320plf LL
40plf DL
Reaction
LL =1280 lbs
DL =160 lbs
TL =1440 lbs
Reaction
LL =1280 lbs
DL =160 lbs
TL =1440 lbs
Min bearing =1.5 in Min Bearing =1.5 in
Based on the 2012 IBC/lRC and NDS-05
Based on top edge having continuous lateralsupport.
lncrease in allowable for duration of load =0%DEFLECTION:
U180 = .5333
L1240 =.4
U360 =.2667
U480 =.2
Total Load Deflection = .1048" - U916
Live Load Deflection = .0932" - U1031
Deflection OK for floors and roofs
BENDING
ALLOWED = 44920.3 inch/lbs
ACTUAL = 34560 inch/lbs
Bending ratio = 76.9Yo of the allowable
Bending OK
SHEAR: - No increase used
ALLOWED = 3237.5 pounds
ACTUAL = 1162.5 pounds
Shear ratio = 35.9% of the allowable
Shear OK
Garfield County Government
Community Development
108 8th Street
Glenwood Springs, Co 81601
970-945-1377
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