Solved problem 4-7-design using Table 3-10 when Lb>Lr
Solved problem 4-7-design using Table 3-10 when Lb>Lr. A given W section with Lb of 31 feet under factored 190 ft-kips(LRFD) or 127.0 Ft-kips (ASD) with cb=1.0.
Solved problem 4-7-design using Table 3-10 when Lb>Lr. A given W section with Lb of 31 feet under factored 190 ft-kips(LRFD) or 127.0 Ft-kips (ASD) with cb=1.0.