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Determine the value of bending moment in column 3 (in kip-ft, absolute value) if the bay width is 20 ft the story height is 10 ft and the load P is 3.4 kips. P 1 0.34 2 3

Determine the value of bending moment in column 3 (in kip-ft, absolute value) if the bay width is 20 ft the story height is 10 ft and the load P is 3.4 kips. P 1 0.34 2 3

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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**Problem Statement:** Determine the value of the bending moment in column 3 (in kip-ft, absolute value) if the bay width is 20 ft, the story height is 10 ft, and the load P is 3.4 kips. **Diagram Explanation:** The diagram displays a structural frame with three vertical columns labeled 1, 2, and 3. A horizontal beam connects the tops of these columns. An external horizontal load P is applied at the top of column 3. - Columns are depicted as green vertical lines. - Black triangular symbols at the bottom represent the supports. - The load P is depicted as a red arrow pointing to the right, applied at the top of column 3. **Given Values:** - Bay Width = 20 ft - Story Height = 10 ft - Load P = 3.4 kips **Calculated Bending Moment:** The absolute value of the bending moment in column 3 is calculated to be 0.34 kip-ft.
Transcribed Image Text:**Problem Statement:** Determine the value of the bending moment in column 3 (in kip-ft, absolute value) if the bay width is 20 ft, the story height is 10 ft, and the load P is 3.4 kips. **Diagram Explanation:** The diagram displays a structural frame with three vertical columns labeled 1, 2, and 3. A horizontal beam connects the tops of these columns. An external horizontal load P is applied at the top of column 3. - Columns are depicted as green vertical lines. - Black triangular symbols at the bottom represent the supports. - The load P is depicted as a red arrow pointing to the right, applied at the top of column 3. **Given Values:** - Bay Width = 20 ft - Story Height = 10 ft - Load P = 3.4 kips **Calculated Bending Moment:** The absolute value of the bending moment in column 3 is calculated to be 0.34 kip-ft.
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