CE383 2009fall_HW2 - CE 383 STRUCTURAL ANALYSIS Fall Term,...

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Unformatted text preview: CE 383 STRUCTURAL ANALYSIS Fall Term, 2009 Due: November 12, 2009 Homework #2 Draw the bending moment diagram of axially rigid beams. Use Slope Deflection method to calculate member end moments. Take EI 2 10 kN.m 1‐) 2‐) 5 kN/m B A C θ= 0.002 rad B 2 kN/m C A δ= 15 mm 3 m 4 m 20 kN D k= 36000kN/m 3‐) 4 kN 10 kN.m 3I A 2.5m 3 m 4 m 1 m 4 kN 3 kN/m 10 kN.m C 3I D 2.5m 5m 2.5m 2.5m B 2I ...
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