The partial plan layout for the framed structure of a multistory building is shown below. The vertical structure consists of columns and the horizontal floor structure of a one-way deck and beam system. The uniformly ultimate (factored) distributed load for the one-way-spanning deck is equal to 0.14 kip/ft2. Ignore the own weights of beams and walls. L1 = 22 ft, L2 = 22 ft, L3 = 32 ft. Compute the load on column 1. Compute the value of distributed load on beam A. Compute the value of concentrated loads on beam C. Draw the shear and bending moment diagrams for beam C (with values) – Assume beam C as simply supported.
The partial plan layout for the framed structure of a multistory building is shown below. The vertical structure consists of columns and the horizontal floor structure of a one-way deck and beam system. The uniformly ultimate (factored) distributed load for the one-way-spanning deck is equal to 0.14 kip/ft2. Ignore the own weights of beams and walls. L1 = 22 ft, L2 = 22 ft, L3 = 32 ft. Compute the load on column 1. Compute the value of distributed load on beam A. Compute the value of concentrated loads on beam C. Draw the shear and bending moment diagrams for beam C (with values) – Assume beam C as simply supported.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The partial plan layout for the framed structure of a multistory building is shown below. The vertical structure consists of columns and the horizontal floor structure of a one-way deck and beam system. The uniformly ultimate (factored) distributed load for the one-way-spanning deck is equal to 0.14 kip/ft2. Ignore the own weights of beams and walls. L1 = 22 ft, L2 = 22 ft, L3 = 32 ft.
- Compute the load on column 1.
- Compute the value of distributed load on beam A.
- Compute the value of concentrated loads on beam C.
- Draw the shear and bending moment diagrams for beam C (with values) – Assume beam C as simply supported.
Transcribed Image Text:The partial plan layout for the framed structure of a multistory building is shown below. The vertical structure consists of columns and the horizontal
floor structure of a one-way deck and beam system. The uniformly ultimate (factored) distributed load for the one-way-spanning deck is equal to 0.14
kip/ft?. Ignore the own weights of beams and walls. Lq = 22 ft, L2 = 22 ft, L3 = 32 ft.
• Compute the load on column 1.
• Compute the value of distributed load on beam A.
Compute the value of concentrated loads on beam C.
• Draw the shear and bending moment diagrams for beam C (with values) - Assume beam Cas simply supported.
Beam A
Li
Column 3
Beam C
- Beam B
`Column 1
L2
Column 4
Column 2
L3
L3
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