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Refer to the sketch of the simply supported beam shown below to compute the required information: 700 #/LF A RA 9' B 3' 4,000 # 3' D RD 4. Compute the resultant load (PT) of the 700 #/LF and the 4,000 # 5. Distance from A to the resultant load 6. Reactions R, and RD 7. Maximum moment, Mmax 8. Maximum shear, Vmax

Refer to the sketch of the simply supported beam shown below to compute the required information: 700 #/LF A RA 9' B 3' 4,000 # 3' D RD 4. Compute the resultant load (PT) of the 700 #/LF and the 4,000 # 5. Distance from A to the resultant load 6. Reactions R, and RD 7. Maximum moment, Mmax 8. Maximum shear, Vmax

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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Refer to the sketch of the simply supported beam shown below to compute the required information: 700 #/LF A RA 9¹ B 3' 4,000 # C 3' D RD 4. Compute the resultant load (PT) of the 700 #/LF and the 4,000 # 5. Distance from A to the resultant load 6. Reactions R₁ and RD 7. Maximum moment, Mmax 8. Maximum shear, Vmax
Transcribed Image Text:Refer to the sketch of the simply supported beam shown below to compute the required information: 700 #/LF A RA 9¹ B 3' 4,000 # C 3' D RD 4. Compute the resultant load (PT) of the 700 #/LF and the 4,000 # 5. Distance from A to the resultant load 6. Reactions R₁ and RD 7. Maximum moment, Mmax 8. Maximum shear, Vmax
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