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Using Slope Deflection Method, determine all reactions at supports also, determine shear and bending moments with complete labels. Use I = 1/12 bh^3, W=1200 and E = 2.15x10^7 kPa

Using Slope Deflection Method, determine all reactions at supports also, determine shear and bending moments with complete labels. Use I = 1/12 bh^3, W=1200 and E = 2.15x10^7 kPa

Structural Analysis
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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Using Slope Deflection Method, determine all reactions at supports also, determine shear and bending moments with complete labels. Use I = 1/12 bh^3, W=1200 and E = 2.15x10^7 kPa

"Wx(1m)" KN "W" KN/m "Wx1/2" KN/m A B D 3.0 m 1.0 m 6.0 m 3.0 m 3.0 m b = 0.50m b = 0.45m h = 0.55m b = 0.55m h = 0.65m h = 0.60m
Transcribed Image Text:"Wx(1m)" KN "W" KN/m "Wx1/2" KN/m A B D 3.0 m 1.0 m 6.0 m 3.0 m 3.0 m b = 0.50m b = 0.45m h = 0.55m b = 0.55m h = 0.65m h = 0.60m
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