2 kip/fn40 kip-ft10 ft10 ftThe simply-supported beam above is made of a steel wide-flange section with thefollowing properties:• E = 29000 ksi•G = 10000 ksiA = 12.6 in?| = 428 in4Which of the following is closest to the slope/angle of the beam at point A?+0.00721 rad-0.00928 rad+0.0213 rad-0.0160 rad

Calculate the slope at A due to UDL (uniformly distributed load): Note: Compare the given case with…

2 kip/t 40 kip-ft B- 10 ft 10 ft The simply-supported beam above is made of a steel wide-flange section with the following properties: • E= 29000 ksi G = 10000 ksi %3D A 12.6 in? • | = 428 in4 %3D Which of the following is closest to the slope/angle of the beam at point A? +0.00721 rad -0.00928 rad O +0.0213 rad -0.0160 rad

2 kip/t 40 kip-ft B- 10 ft 10 ft The simply-supported beam above is made of a steel wide-flange section with the following properties: • E= 29000 ksi G = 10000 ksi %3D A 12.6 in? • | = 428 in4 %3D Which of the following is closest to the slope/angle of the beam at point A? +0.00721 rad -0.00928 rad O +0.0213 rad -0.0160 rad

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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