Determine the LRFD moment capacity (φbMn) of a composite section that is comprised of a W30x99 with a 5-inch, (f’c = 4 ksi) slab on top of it. The beam span is 30-ft and the spacing of the beams is 8-ft. Show all work. Determine how many 3/4-inch shear studs would be required to ensure that this section is fully composite. Refer the figure below for the general cross-section.
Determine the LRFD moment capacity (φbMn) of a composite section that is comprised of a W30x99 with a 5-inch, (f’c = 4 ksi) slab on top of it. The beam span is 30-ft and the spacing of the beams is 8-ft. Show all work. Determine how many 3/4-inch shear studs would be required to ensure that this section is fully composite. Refer the figure below for the general cross-section.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Determine the LRFD moment capacity (φbMn) of a composite section that is comprised of a W30x99 with a 5-inch, (f’c = 4 ksi) slab on top of it. The beam span is 30-ft and the spacing of the beams is 8-ft. Show all work. Determine how many 3/4-inch shear studs would be required to ensure that this section is fully composite. Refer the figure below for the general cross-section.
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