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60 kN 15 kN/m B C 10m- 5 m 5m 21 E = 200 GPa 1= 700(106) mm4 (a) Continuous Beam MBA Mpg = 0 B E MAn = 0 (b) Free-Body Diagrams of Joints 60 kN 97.5 127.5 15 kN/m ! 15 kN/m A B 225 B 225 52.5 97.5 127.5 82.5 B,= 225 (c) Member End Moments and Shears 60 kN 15 kN/m B 52.5 kN 225 kN 82.5 kN FIG. 15.7 (d) Support Reactions

60 kN 15 kN/m B C 10m- 5 m 5m 21 E = 200 GPa 1= 700(106) mm4 (a) Continuous Beam MBA Mpg = 0 B E MAn = 0 (b) Free-Body Diagrams of Joints 60 kN 97.5 127.5 15 kN/m ! 15 kN/m A B 225 B 225 52.5 97.5 127.5 82.5 B,= 225 (c) Member End Moments and Shears 60 kN 15 kN/m B 52.5 kN 225 kN 82.5 kN FIG. 15.7 (d) Support Reactions

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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Determine the member end moments and reactions for the continuous beam shown in Fig. 15.7(a) by the slope deflection method.

60 kN 15 kN/m B C 10m- 5 m 5m 21 E = 200 GPa 1= 700(106) mm4 (a) Continuous Beam MBA Mpg = 0 B E MAn = 0 (b) Free-Body Diagrams of Joints 60 kN 97.5 127.5 15 kN/m ! 15 kN/m A B 225 B 225 52.5 97.5 127.5 82.5 B,= 225 (c) Member End Moments and Shears 60 kN 15 kN/m B 52.5 kN 225 kN 82.5 kN FIG. 15.7 (d) Support Reactions
Transcribed Image Text:60 kN 15 kN/m B C 10m- 5 m 5m 21 E = 200 GPa 1= 700(106) mm4 (a) Continuous Beam MBA Mpg = 0 B E MAn = 0 (b) Free-Body Diagrams of Joints 60 kN 97.5 127.5 15 kN/m ! 15 kN/m A B 225 B 225 52.5 97.5 127.5 82.5 B,= 225 (c) Member End Moments and Shears 60 kN 15 kN/m B 52.5 kN 225 kN 82.5 kN FIG. 15.7 (d) Support Reactions
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