GIVEN: The beam loaded as shown. The 150 lb/ft load can be moved anywhere along the beam's length as long as it is entirely on the beam. A 25 25 REQUIRED: Using the Influence Line Method, find the maximum reaction at Support A and the maximum positive or negative moment at Point D. NOTE : 20iblia LOAD Is DEAD LWAD ON ENTIRE BEAM. 150 i Fe LOAD IS LENGTH OF UVE LOAD THAT IS MOUTABLE ,

GIVEN: The beam loaded as shown. The 150 lb/ft load can be moved anywhere along the beam's length as long as it is entirely on the beam. A 25 25 REQUIRED: Using the Influence Line Method, find the maximum reaction at Support A and the maximum positive or negative moment at Point D. NOTE : 20iblia LOAD Is DEAD LWAD ON ENTIRE BEAM. 150 i Fe LOAD IS LENGTH OF UVE LOAD THAT IS MOUTABLE ,

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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Question

HOMEWORK # 11 HANDOUT (In addition to Problem 9.13)
GIVEN: The beam loaded as shown. The 150 lb/ft load can be moved anywhere aiong the beam's
length as long as it is entirely on the beam.
15016/
A
D.
20'
25
25
REQUIRED: Using the Influence Line Method, find the maximum reaction at Support A and the
maximum positive or negative moment at Point D.
NOTE : 20iblfe LOAD IS DEAD LUAD ON ENTIRE
BEAM. 150 b Fe LOAD IS
LENGTH OF
HVE LOAD THAT IS MOVTABLE,

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