hw1 - force diagrams(use modified formulation if possible...

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3 4 EI=constant 4m 5 2 1 X Y 5 kN/m 40 kN 40 kN 3m 1.5m 1.5m 2m 7m X Y 5m 100 kN 10m 1 2 3 4 EI=constant CE 384 STRUCTURAL ANALYSIS 2003-2004 Spring Semester Homework #1 Due Date: March 31 st , 2004 Analyse the following structures using slope deflection equations and draw the internal
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Unformatted text preview: force diagrams (use modified formulation if possible – all members are axially rigid). 1) 2) 3) EI 2EI 4 3 2 EI 1 15m 10m EI=2x10 20m X Y δ 8 kNm 2 4 4 δ=3.0 mm...
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