HomeMy WebLinkAboutBeam CalcReport created using
Plan Analyst software
by Ben Weese and Associates
www.PlanAnalyst.com
240plf LL
20plf DL
Reaction
LL =840 lbs
DL =70 lbs
TL =910 lbs
Reaction
LL =840 lbs
DL =70 lbs
TL =910 lbs
Min bearing =1.5 in Min Bearing =1.5 in
Based on the 2012 IBC/IRC and NDS-05
Based on top edge having continuous lateral support.
lncrease in allowable for duration of load =0%DEFLECTION:
L1180 =.4667
U240 =.35
L/360 = .2333
L1480 =.175
Total Load Deflection = .0546" - U1538
Live Load Deflection = .0504" - U1666
Deflection OK for floors and roofs
BENDING
ALLOWED = 40000.5 inch/lbs
ACTUAL = 19110 inch/lbs
Bending ratio = 47.8o/o of the allowable
Bending OK
SHEAR: - No increase used
ALLOWED = 2775 pounds
ACTUAL = 709.6 pounds
Shear ratio = 25.60/o of the allowable
Shear OK
Garfield County Government
Community Development
108 8th Street
Glenwood Springs, Co 81601
970-945-1377