60 k. ft DETERMINE THE SHEAR AND AND MOMENT MOMENT FOR EVERY 8-FT STRIP INTERVAL STARTING AT POINT A AND DRAW THE SHEAR AND MOMENT THE DIAGRAM FOR COMPOUND BEAM AS SHOWN IN FIGURE. ASSUME THE SUPPORTS AT A AND C ARE ROLLERS AND B AND E ARE PIN CONNECTIONS. 2 k/ft 5 k 3 k/ft B C D 10 ft -6 ft-4 ft--6 ft- ㅏ E| -6 ft-

60 k. ft DETERMINE THE SHEAR AND AND MOMENT MOMENT FOR EVERY 8-FT STRIP INTERVAL STARTING AT POINT A AND DRAW THE SHEAR AND MOMENT THE DIAGRAM FOR COMPOUND BEAM AS SHOWN IN FIGURE. ASSUME THE SUPPORTS AT A AND C ARE ROLLERS AND B AND E ARE PIN CONNECTIONS. 2 k/ft 5 k 3 k/ft B C D 10 ft -6 ft-4 ft--6 ft- ㅏ E| -6 ft-

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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