-2 ft 10 kip 4 in. -1.5 ft--- 4 in. B B 6 in. 4 kip - 0.5 ft 13 in. 2 ft- - Change the magnitude of 10 kip to 7.9 kip - Change the outer width of the cross section from 6 in to 8 in - Keep the wall thickness 1 in (example, instead of 4 inches, the inner width of the cross section is equal to the outer width minus 2 inches). - Determine the maximum in-plane shear stress in the box beam at point A. Show the results on element cate at this point - Determine the principal stresses in the box beam at point B. Show the results on an element located at this point

-2 ft 10 kip 4 in. -1.5 ft--- 4 in. B B 6 in. 4 kip - 0.5 ft 13 in. 2 ft- - Change the magnitude of 10 kip to 7.9 kip - Change the outer width of the cross section from 6 in to 8 in - Keep the wall thickness 1 in (example, instead of 4 inches, the inner width of the cross section is equal to the outer width minus 2 inches). - Determine the maximum in-plane shear stress in the box beam at point A. Show the results on element cate at this point - Determine the principal stresses in the box beam at point B. Show the results on an element located at this point

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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