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240plf LL
30plf DL
Reaction
LL =960 lbs
DL =120 lbs
TL =1080 lbs
Reaction
LL =960 lbs
DL =120 lbs
TL =1080 lbs
Min bearing =1.5 in Min Bearing =1.5 in
Based on the 2021 IBC/IRC and NDS-18
Based on top edge having continuous lateralsupport.
lncrease in allowable for duration of load =0%DEFLECTION:
L/180 = .5333
L1240 =.4
U36O =.2667
L1480 =.2
Total Load Deflection = .0538" - U1785
Live Load Deflection = .0478" - U2008
Deflection OK for floors and roofs
BENDING
ALLOWED = 53789.1 inch/lbs
ACTUAL = 25920 inch/lbs
Bending ratio = 48.2o/o of the allowable
Bending OK
SHEAR: - No increase used
ALLOWED = 3375 pounds
ACTUAL = 826.9 pounds
Shear ratio = 24.5%o of the allowable
Shear OK
I>4Garfield County
Building Department
108 Eighth Street #401
(970) 945-1377
Beam lD: