HomeMy WebLinkAboutBeam CalcsReport created using
Plan Analyst software
by Ben Weese and Associates
www.PlanAnalyst.com
240plf LL
30plf DL
Reaction
LL =1440 lbs
DL =180 lbs
TL =1620 lbs
Reaction
LL =1440 lbs
DL =180 lbs
TL =1620 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 lateralsupport.
lncrease in allowable for duration of load =0%DEFLECTION:
U180 =.8
U240 =.6
L/360 = .4
L/480 = .3
Total Load Deflection = .2651" - U543
Live Load Deflection = .2357" - U611
Deflection OK for floors and roofs
BENDING
ALLOWED = 141297 ^9 inch/lbs
ACTUAL = 58320 inch/lbs
Bending ratio = 41.3% of the allowable
Bending OK
SHEAR:
ALLOWED = 6317.5 pounds
ACTUAL = 1406.3 pounds
Shear ratio = 22.3Yo of the allowable
Shear OK
Garfield County Government
Community Development
108 8th Street
Glenwood Springs, Co 81601
970-945-1377
dariv^+) <FXl+
OK