The rigid frame shown is supported by a hinge at A and roller at C. It carries a triangular distributed load with magnitude of 900 kN/m from point B to point D. Neglecting axial deformation, determine the following: 900 kN/m T 2.0 m 4.0 m E = 200 GPa |= 260 x 10° mm4 A 3.0 m A. Vertical reaction at support C. B. Resultant reaction of support A. C. Horizontal deflection at support C.

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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The rigid frame shown is supported by a hinge at A and roller at C. It carries a triangular
distributed load with magnitude of 900 kN/m from point B to point D. Neglecting axial deformation,
determine the following:
900 kN/m
T
2.0 m
4.0 m
E = 200 GPa
| = 260 x 106 mmª
A
3.0 m
A. Vertical reaction at support C.
B. Resultant reaction of support A.
C. Horizontal deflection at support C.
Transcribed Image Text:The rigid frame shown is supported by a hinge at A and roller at C. It carries a triangular distributed load with magnitude of 900 kN/m from point B to point D. Neglecting axial deformation, determine the following: 900 kN/m T 2.0 m 4.0 m E = 200 GPa | = 260 x 106 mmª A 3.0 m A. Vertical reaction at support C. B. Resultant reaction of support A. C. Horizontal deflection at support C.
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