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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
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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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. 5 k 3 k/ft 2 k/ft B C D 10 ft -6 ft-4 ft--6 ft- ㅏ E| -6 ft-
Transcribed Image Text: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. 5 k 3 k/ft 2 k/ft B C D 10 ft -6 ft-4 ft--6 ft- ㅏ E| -6 ft-
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