Design OK
LRFD -
W8X15 -
A992
Bending 0.49
Shear 0.12
Deflection 0.83
Design Info
Bending 0.94 NDS 4.2.5 (1.2D + 1.6L + 0.5Lr)
Shear 0.94 NDS 4.3.1 (1.2D + 1.6L + 0.5Lr)
Deflection 1.23 L / 360 (D + L)
Load Case Reactions
Load Combination Reactions
Service Case Reactions
Load Cases
Load Combinations
Service Cases
Numerical Results