Using Slope Deflection Method, determine all reactions at supports also, determine shear andbending moments with complete labels. Use l = 1/12 bh^3 and E = 2.15x10^7 KPaFigure 01726.667622.857 kN/m4.0 mb = 0.35mh = 0.40m5.0 m6.0 mb = 0.40mh = 0.40mb = 0.55mh = 0.55mA

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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 and E = 2.15x10^7 KPa Figure 01 726.667 622.857 kN/m C 4.0 m b = 0.35m h = 0.40m 5.0 m 6.0 m b = 0.40m b = 0.55m h = 0.40m h = 0.55m A

Using Slope Deflection Method, determine all reactions at supports also, determine shear and bending moments with complete labels. Use I = 1/12 bh^3 and E = 2.15x10^7 KPa Figure 01 726.667 622.857 kN/m C 4.0 m b = 0.35m h = 0.40m 5.0 m 6.0 m b = 0.40m b = 0.55m h = 0.40m h = 0.55m A

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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