Determine the governing (LRFD) negative bending-moment (kN-m) for a beam in a university building using the nominal bending moments. The occupancy of the building is classified as a place of public assembly. Dead load = -340 kN-m Live load = -68 kN-m Wind load = ±217kN−m Seismic load = ±68 kN-m
Determine the governing (LRFD) negative bending-moment (kN-m) for a beam in a university building using the nominal bending moments. The occupancy of the building is classified as a place of public assembly. Dead load = -340 kN-m Live load = -68 kN-m Wind load = ±217kN−m Seismic load = ±68 kN-m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Determine the governing (LRFD) negative bending-moment (kN-m) for a beam in a university building using the nominal bending moments. The occupancy of the building is classified as a place of public assembly.
Dead load = -340 kN-m
Live load = -68 kN-m
Wind load = ±217kN−m
Seismic load = ±68 kN-m
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