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Problem-1: The beam shown in figure below is subjected to a vertical distributed load at BC of 10 kN/m and a concentrated load at free end at D of 30 kN. Using the slope deflection method, determine the moment at the fixed end support A, the roller support B and C. Take I= 511062 mm*, E = 200 GPa. 30 kN 10 kN/m A -6 m- -9 m- 4 m-

Problem-1: The beam shown in figure below is subjected to a vertical distributed load at BC of 10 kN/m and a concentrated load at free end at D of 30 kN. Using the slope deflection method, determine the moment at the fixed end support A, the roller support B and C. Take I= 511062 mm*, E = 200 GPa. 30 kN 10 kN/m A -6 m- -9 m- 4 m-

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-1: The beam shown in figure below is subjected to a vertical distributed load at BC of 10 kN/m and a concentrated load at free end at D of 30 kN. Using the slope deflection method, determine the moment at the fixed end support A, the roller support B and C. Take I= 511062 mm“, E = 200 GPa. 30 kN 10 kN/m A -6 m- -9 m- -4 m- Solution: MAR -13.7 kN m Mac 27.5 kN-m 5 MBA = -27.5 kN m Mca -120 kN -m
Transcribed Image Text:Problem-1: The beam shown in figure below is subjected to a vertical distributed load at BC of 10 kN/m and a concentrated load at free end at D of 30 kN. Using the slope deflection method, determine the moment at the fixed end support A, the roller support B and C. Take I= 511062 mm“, E = 200 GPa. 30 kN 10 kN/m A -6 m- -9 m- -4 m- Solution: MAR -13.7 kN m Mac 27.5 kN-m 5 MBA = -27.5 kN m Mca -120 kN -m
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