Given:Consider the beam shown below, which is pin supported at A and rests on asmooth (frictionless) incline at point B. Also note the beam depth.700 lb 700 lb500 lb 500 lb0.5 ft0.5 ft400 lbtutt-3 ft-3 ft3 ft- -3 ft-1312B51.0 ftRequired: Compute the reactions at point A and the (single) reaction at point B.

Answered: Image /qna-images/answer/47fb1a10-cf25-4cdc-836c-6a0ab74afc21.jpg

Given: Consider the beam shown below, which is pin supported at A and rests on a smooth (frictionless) incline at point B. Also note the beam depth. 700 lb 700 lb 500 lb 0.5 ft 0.5 ft 400 lb 3 ft -3 ft 3 ft 13 12 500 lb -3 ft- B 5 1.0 ft Required: Compute the reactions at point A and the (single) reaction at point B.

Given: Consider the beam shown below, which is pin supported at A and rests on a smooth (frictionless) incline at point B. Also note the beam depth. 700 lb 700 lb 500 lb 0.5 ft 0.5 ft 400 lb 3 ft -3 ft 3 ft 13 12 500 lb -3 ft- B 5 1.0 ft Required: Compute the reactions at point A and the (single) reaction at point B.

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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