E 12 ft C 12 ft B 15 ft-

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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The diagram shows a structural frame consisting of multiple beams and columns. The following details are depicted:

- The frame is a two-tiered structure supported by two vertical columns, labeled as `A` and `B`, both extending 24 feet upward from the ground.
- At the base, the span between column `A` and column `B` is 15 feet.
- The mid-level of the structure is reinforced by a horizontal beam `C`, connected to the columns at 12 feet from the ground.
- Parallel and above beam `C`, an additional beam `D` is positioned horizontally, 12 feet beyond beam `C`.
- The vertical segments between beams `E` and `D` and between `F` and `C` are sections of the columns.
- Load forces are applied at specific points: a 5k force is applied vertically downward at point `E` and a 4k force at point `F`.

The diagram visually describes the positioning and magnitude of forces acting on the structure, essential considerations for structural engineering and design.
Transcribed Image Text:The diagram shows a structural frame consisting of multiple beams and columns. The following details are depicted: - The frame is a two-tiered structure supported by two vertical columns, labeled as `A` and `B`, both extending 24 feet upward from the ground. - At the base, the span between column `A` and column `B` is 15 feet. - The mid-level of the structure is reinforced by a horizontal beam `C`, connected to the columns at 12 feet from the ground. - Parallel and above beam `C`, an additional beam `D` is positioned horizontally, 12 feet beyond beam `C`. - The vertical segments between beams `E` and `D` and between `F` and `C` are sections of the columns. - Load forces are applied at specific points: a 5k force is applied vertically downward at point `E` and a 4k force at point `F`. The diagram visually describes the positioning and magnitude of forces acting on the structure, essential considerations for structural engineering and design.
Draw the (a) axial (b) shear and (c) bending moment diagram of the girders. Use portal method for structure (1), cantilever method for structure (2) and Factor Method for structure (3). All columns have the same area. The beams and columns have the same modulus of elasticity. Assume moment inertia of beams is twice the moment of inertia of columns.
Transcribed Image Text:Draw the (a) axial (b) shear and (c) bending moment diagram of the girders. Use portal method for structure (1), cantilever method for structure (2) and Factor Method for structure (3). All columns have the same area. The beams and columns have the same modulus of elasticity. Assume moment inertia of beams is twice the moment of inertia of columns.
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