2. Figure 1 shows a frame carrying a triangular load of 10 kN/m for span BC and 5 kN at mid-point on span AB. Support at A and D are fixed and assume that El is constant except for span CD. 10 kN/m B C I 5 kN I 1.51 D 6 m 3 m Figure 1 b) Compute the internal moments at the joint of the frame by using the Slope Deflection Method. 2.5 m 2.5 m

2. Figure 1 shows a frame carrying a triangular load of 10 kN/m for span BC and 5 kN at mid-point on span AB. Support at A and D are fixed and assume that El is constant except for span CD. 10 kN/m B C I 5 kN I 1.51 D 6 m 3 m Figure 1 b) Compute the internal moments at the joint of the frame by using the Slope Deflection Method. 2.5 m 2.5 m

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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