Question: Problem # 4 : Use AISC Table 6 - 2 and ASD to determine whether a W 1 8 X 5 5 has enough moment

Problem #4:
Use AISC Table 6-2 and ASD to determine whether a W18 X 55 has enough moment strength
for the following conditions:
Simply supported span length =20ft
Cb=1.14
Required unfactored moment strength, Ma is 275ft-kips
Fy=50ksi
Problem # 4 : Use AISC Table 6 - 2 and ASD to

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