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PROBLEM 2 Solve all support reactions using the SLOPE-DEFLECTION METHOD. There are support settlements of 20mm at B and 40mm at C. 25 kN/m H A -8 m- E = 70 GPa T OB T -8 m- I = 1.300 (106) mm²

PROBLEM 2 Solve all support reactions using the SLOPE-DEFLECTION METHOD. There are support settlements of 20mm at B and 40mm at C. 25 kN/m H A -8 m- E = 70 GPa T OB T -8 m- I = 1.300 (106) mm²

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 2 Solve all support reactions using the SLOPE-DEFLECTION METHOD. There are support settlements of 20mm at B and 40mm at C. 25 kN/m L A -8 m- E = 70 GPa TTT B -8 m 1 = 1.300 (106) mm²
Transcribed Image Text:PROBLEM 2 Solve all support reactions using the SLOPE-DEFLECTION METHOD. There are support settlements of 20mm at B and 40mm at C. 25 kN/m L A -8 m- E = 70 GPa TTT B -8 m 1 = 1.300 (106) mm²
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