27. Reaction support at point D.* a. 600 lb (Upward Direction) b. 700 lb (Downward Direction) c. 800 lb (Upward Direction) d. 900 lb (Downward Direction) 28. Centroid of the triangular load. * a. 588 lb (Downward Direction) b. 598 lb (Upward Direction) c. 600 lb(Downward Direction) d. (Upward Direction) 29. Shear force equation for segment AB. * a.-16.65 psf X squared b. 16.65 psf X squared c.-16.75 psf X squared d. 16.75 psf X squared O O

27. Reaction support at point D.* a. 600 lb (Upward Direction) b. 700 lb (Downward Direction) c. 800 lb (Upward Direction) d. 900 lb (Downward Direction) 28. Centroid of the triangular load. * a. 588 lb (Downward Direction) b. 598 lb (Upward Direction) c. 600 lb(Downward Direction) d. (Upward Direction) 29. Shear force equation for segment AB. * a.-16.65 psf X squared b. 16.65 psf X squared c.-16.75 psf X squared d. 16.75 psf X squared O O

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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