Using the slope-deflection method, determine the end moments and the reactions atthe supports of the beam shown. Support B has a settlement of 8mm.A37.5 kN/mpodan.gruA6 m100 KN3 m + 3 mE = 200 GPa120 KNĮBUsing the slope-deflection method, determine the end moments and the reactions atthe supports of the beam shown.4 m6 m120 KNBD75 kN/m4 mI=213 (106) mm4-4 m21E = 200 GPaI= 500 (106) mm4E150 KN-4 mFC4 m

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Using the slope-deflection method, determine the end moments and the reactions at the supports of the beam shown. Support B has a settlement of 8mm. A 100 KN 3 m 37.5 kN/m + E = 200 GPa 3 m + B 75 kN/m 4 m I = 213 (106) mm4 C

Using the slope-deflection method, determine the end moments and the reactions at the supports of the beam shown. Support B has a settlement of 8mm. A 100 KN 3 m 37.5 kN/m + E = 200 GPa 3 m + B 75 kN/m 4 m I = 213 (106) mm4 C

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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