TABLE 10.6 Maximum Width /Thickness Ratios b/tafor Compression Elements for Highway BridgesbLoad-and-resistance-factor designc
Description of element Compact NoncompactdFlange projection of rolled or
fabricated I-shaped beamsWebs in flexural compression 150Allowable-stress designf
fa0.44FyDescription of element fa0.44Fy Fy36 ksi (248 MPa) Fy50 ksi (344.5 MPa)Plates supported in one side and
outstanding legs of angles
In main members 12 1151
wfa 12608
2 Fy70 e
2 Fy65
2 Fy264