Situation: Using shear and moment equations, determine the following: 150 lb/ft 150 lb/ft |B 6 ft -3 ft 12. Shear at B in Ib а. 150 С. 300 b. 375 d. 385 13. Maximum shear in Ib а. 150 С. 300 b. 375 d. 385 14. Location of maximum moment from point A in ft а. 3.5 С. О.5 b. 6.5 d. 9.0 15. Maximum moment in Ib-ft a. -675 C. +675

Situation: Using shear and moment equations, determine the following: 150 lb/ft 150 lb/ft |B 6 ft -3 ft 12. Shear at B in Ib а. 150 С. 300 b. 375 d. 385 13. Maximum shear in Ib а. 150 С. 300 b. 375 d. 385 14. Location of maximum moment from point A in ft а. 3.5 С. О.5 b. 6.5 d. 9.0 15. Maximum moment in Ib-ft a. -675 C. +675

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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