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Chapter 11.4, Problem 1BYG
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3. Determine the approximate axial forces, shears, and moments for all the members of the frame shown in Figure 3 using: a) Portal method b) Cantilever method c) SAP2000 80 kN 40 kN G H D E F A B 10 m 10 m C Figure 3. Problem 12.10 of Structural Analysis, 6th Edition, Aslam Kassimali. 6 m 6 m
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1. A) Determine the reactions and draw the shear and bending moment diagrams for the beam shown in Figure 1 using the method of consistent deformation (beam-deflection formulas attached on the next page). B) After solving the problem manually, compare the results for reactions, shear force, and bending moment diagrams with the analysis from SAP2000 (Attach the SAP2000 file and results as part of your assignment submission). 10 kN/m 30 kN B C A D 4 m 9 m 6 m EI=constant Figure 1. Problem 15.4 of Structural Analysis, 6th Edition, Aslam Kassimali.

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