120 kN 120 kN D MA -5 m- -5 m- 5 m- -5 m- E= 70 GPa 1 = 1,250 (10) mm (a) Indeterminate Beam 120 kN 120 kN D Aco 2,400 Ago 240 (b) Primary Beam Subjected to External Loading + fcc 10 fec X C, E I ÉN (c) Primary Beam Loaded with Redundant C, fEE 20 fCE XE, E I kN (d) Primary Beam Loaded with Redundant E, FIG. 13.14

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Determine the reactions and draw the shear and bending moment diagrams for the beam shown in Fig. 13.14(a) by the method of consistent deformations.

120 kN
120 kN
D
MA
-5 m-
-5 m-
5 m-
-5 m-
E= 70 GPa
1 = 1,250 (10) mm
(a) Indeterminate Beam
120 kN
120 kN
D
Aco
2,400
Ago
240
(b) Primary Beam Subjected to External Loading
+
fcc
10
fec X C,
E
I ÉN
(c) Primary Beam Loaded with Redundant C,
fEE
20
fCE
XE,
E
I kN
(d) Primary Beam Loaded with Redundant E,
FIG. 13.14
Transcribed Image Text:120 kN 120 kN D MA -5 m- -5 m- 5 m- -5 m- E= 70 GPa 1 = 1,250 (10) mm (a) Indeterminate Beam 120 kN 120 kN D Aco 2,400 Ago 240 (b) Primary Beam Subjected to External Loading + fcc 10 fec X C, E I ÉN (c) Primary Beam Loaded with Redundant C, fEE 20 fCE XE, E I kN (d) Primary Beam Loaded with Redundant E, FIG. 13.14
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