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30 kN 10 kN/m A 6 m- 9 m- -4 m El = constant (a) Continuous Beam 30 kN 120 kN - m 30 kN (b) Statically Determinate Cantilever Portion 30 kN 10 kN/m 120 kN m A (c) Statically Indeterminate Part to be Analyzed MBA McB B 120 kN m Mac (d) Free-Body Diagrams of Joints B and C 6.87 34.72 55.27 30 30 kN 13.7 10 kN/m (le) ( B. 27.5 27.5 18 120 1C A B 120 D 6.87 6.87 34.72 55.27 30 B, - 41.59 C, = 85.27 k (e) Member End Moments and Shears 30 kN 10 kN/m 13.7 B D 6.87 41.59 85.27 (f) Support Reactions FIG. 15.8

30 kN 10 kN/m A 6 m- 9 m- -4 m El = constant (a) Continuous Beam 30 kN 120 kN - m 30 kN (b) Statically Determinate Cantilever Portion 30 kN 10 kN/m 120 kN m A (c) Statically Indeterminate Part to be Analyzed MBA McB B 120 kN m Mac (d) Free-Body Diagrams of Joints B and C 6.87 34.72 55.27 30 30 kN 13.7 10 kN/m (le) ( B. 27.5 27.5 18 120 1C A B 120 D 6.87 6.87 34.72 55.27 30 B, - 41.59 C, = 85.27 k (e) Member End Moments and Shears 30 kN 10 kN/m 13.7 B D 6.87 41.59 85.27 (f) Support Reactions FIG. 15.8

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. 15.8(a) by the slope deflection method.

30 kN 10 kN/m A 6 m- 9 m- -4 m El = constant (a) Continuous Beam 30 kN 120 kN - m 30 kN (b) Statically Determinate Cantilever Portion 30 kN 10 kN/m 120 kN m A (c) Statically Indeterminate Part to be Analyzed MBA McB B 120 kN m Mac (d) Free-Body Diagrams of Joints B and C 6.87 34.72 55.27 30 30 kN 13.7 10 kN/m (le) ( B. 27.5 27.5 18 120 1C A B 120 D 6.87 6.87 34.72 55.27 30 B, - 41.59 C, = 85.27 k (e) Member End Moments and Shears 30 kN 10 kN/m 13.7 B D 6.87 41.59 85.27 (f) Support Reactions FIG. 15.8
Transcribed Image Text:30 kN 10 kN/m A 6 m- 9 m- -4 m El = constant (a) Continuous Beam 30 kN 120 kN - m 30 kN (b) Statically Determinate Cantilever Portion 30 kN 10 kN/m 120 kN m A (c) Statically Indeterminate Part to be Analyzed MBA McB B 120 kN m Mac (d) Free-Body Diagrams of Joints B and C 6.87 34.72 55.27 30 30 kN 13.7 10 kN/m (le) ( B. 27.5 27.5 18 120 1C A B 120 D 6.87 6.87 34.72 55.27 30 B, - 41.59 C, = 85.27 k (e) Member End Moments and Shears 30 kN 10 kN/m 13.7 B D 6.87 41.59 85.27 (f) Support Reactions FIG. 15.8
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