HomeMy WebLinkAboutLoad Calculations325plf LL
65plf DL
Reaction
LL =1625 lbs
DL =325 lbs
TL =1950 lbs
Reaction
LL =1625 lbs
DL =325 lbs
TL =1950 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:
L/180 = .6667
L1240 =.5
L/360 = .3333
L1480 =.25
Total Load Deflection = .0968" - L11239
Live Load Deflection = .0807" - L11487
Deflection OK for floors and roofs
BENDING
ALLOWED = 106075.5 inch/lbs
ACTUAL = 58500 inch/lbs
Bending ratio = 55.1% of the allowable
Bending OK
SHEAR: - No increase used
ALLOWED = 7168.3 pounds
ACTUAL = 1576.3 pounds
Shear ratio = 22% ol the allowable
Shear OK
Garfield County Government
Community Development
108 Bth Street
Glenwood Springs, Co 81601
970-945-1377
Report created using
Plan Analyst software
by Ben Weese and Associates
www.PlanAnalyst.com