120 kN 120 kN E B D. -5 m- -5 m- -5 m- -5 m- E= 70 GPa I = 1,250 (106) mm (a) Indeterminate Beam FIG. 13.22

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Determine the reactions and draw the shear and bending moment diagrams for the beam shown in Fig. 13.22(a) due to the loading shown and due to the support settlements of 40 mm at C and 25 mm at E. Use the method of consistent deformations

120 kN
120 kN
E
B
D.
-5 m-
-5 m-
-5 m-
-5 m-
E= 70 GPa
I = 1,250 (106) mm
(a) Indeterminate Beam
FIG. 13.22
Transcribed Image Text:120 kN 120 kN E B D. -5 m- -5 m- -5 m- -5 m- E= 70 GPa I = 1,250 (106) mm (a) Indeterminate Beam FIG. 13.22
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