W=1090 KM/m Using Slope Deflection Method, determine all reactions at supports also, determine shear andbending moments with complete labels. Use I = 1/12 bh^3 and E = 2.15x10^7 KPa"Wx(1m)" KN"W" KN/m"Wx1/2" KN/mD4.0 m3.0 m7.0 m4.0 m4.0 mb = 0.35mh = 0.70mb = 0.45mh = 0.90mb = 0.25mh = 0.50m

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Answered: Using Slope Deflection Method,…

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

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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Question

W=1090 KM/m

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
"Wx(1m)" KN
"W" KN/m
"Wx1/2" KN/m
D
4.0 m
3.0 m
7.0 m
4.0 m
4.0 m
b = 0.35m
h = 0.70m
b = 0.45m
h = 0.90m
b = 0.25m
h = 0.50m

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Step 5 Support moments and support reactions

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