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Use:E= 200 000 MPaI- 500 mm 120 kNim 120 kN/m -20m- -20m 20m

Use:E= 200 000 MPaI- 500 mm 120 kNim 120 kN/m -20m- -20m 20m

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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PROBLEM NO. A simply supparted bratt with overhang on the right suppert is shown belaw. Using virtual work method, determine the following Use:E= 200 000 MPa, 1 = 50 x10 mn 120 kNim 120 kN/m -20m -20m- 20m A Resultant reaction at support A. Deflection at mitdspan of segment AC C Slope of deflection at point .
Transcribed Image Text:PROBLEM NO. A simply supparted bratt with overhang on the right suppert is shown belaw. Using virtual work method, determine the following Use:E= 200 000 MPa, 1 = 50 x10 mn 120 kNim 120 kN/m -20m -20m- 20m A Resultant reaction at support A. Deflection at mitdspan of segment AC C Slope of deflection at point .
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