**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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Answered: Determine the value of bending moment…

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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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