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Reaction
LL =650 lbs
DL =162.5 lbs
TL =812.5 lbs
Reaction
LL =650 lbs
DL =162.5 lbs
TL =812.5 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 lateral support.
lncrease in allowable for duration of load =0%DEFLECTION:
L/180 = .4333
Ll24O =.325
U360 =.2167
L1480 =.1625
Total Load Deflection = .1197" - L1652
Live Load Deflection = .0958" - L1814
Deflection OK for floors and roofs
BENDING
ALLOWED = 18717.2 inch/lbs
ACTUAL = 15843.8 inch/lbs
Bending ratio = 84.60/o of the allowable
Bending OK
SHEAR: - No increase used
ALLOWED =2823.3 pounds
ACTUAL = 697.9 pounds
Shear ratio = 24.7% of the allowable
Shear OK
200plf LL
50plf DL
T>4Garfield County
Building Department
108 Eighth Street#401
(970) 945-1377
Beam lD