W ^^ 3m 6m 3m W 6m 6m

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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A frame structure under distributed loads is shown in Figure 1. Assume w =3kN/m, E=200 GPa, an
A=104mm², l=107mm4. Use the DIRECT STIFFNESS METHOD to calculate nodal displacements
reaction forces, and member forces.
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3m
6m
Figure 1
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7///////////
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6m
6m
Transcribed Image Text:A frame structure under distributed loads is shown in Figure 1. Assume w =3kN/m, E=200 GPa, an A=104mm², l=107mm4. Use the DIRECT STIFFNESS METHOD to calculate nodal displacements reaction forces, and member forces. wwwwww. WN 3m 6m Figure 1 W 7/////////// 3m 6m 6m
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