Determine the moment capacity of an ASTM 992 W18 × 40 floor beam with F_{ y } = 50 ksi. Assume that the beam is fully braced laterally along the compression flange (see Figure 8.47) with a composite concrete deck securely anchored with shear studs.
Determine the moment capacity of an ASTM 992 W18 × 40 floor beam with F_{ y } = 50 ksi. Assume that the beam is fully braced laterally along the compression flange (see Figure 8.47) with a composite concrete deck securely anchored with shear studs.