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W= 1317 kN/m Using Slope Deflection Method, determine all reactions at supports also, determine shear and bending moments with complete labels. Use |=1/12 bh^3 and E = 2.15x10^7 KPa

W= 1317 kN/m Using Slope Deflection Method, determine all reactions at supports also, determine shear and bending moments with complete labels. Use |=1/12 bh^3 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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W= 1317 kN/m

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

"Wx(1m)" KN "w" KN/m "Wx1/2" KN/m 4.0 m 3.0 m 7.0 m 4.0 m 4.0 m b = 0.35m h = 0.70m b = 0.25m b = 0.45m h = 0.50m h = 0.90m
Transcribed Image Text:"Wx(1m)" KN "w" KN/m "Wx1/2" KN/m 4.0 m 3.0 m 7.0 m 4.0 m 4.0 m b = 0.35m h = 0.70m b = 0.25m b = 0.45m h = 0.50m h = 0.90m
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