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.

Steel Design (Activate Learning with these NEW titles from Engineering!)
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Chapter1: Introduction
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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.
Transcribed Image Text: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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