In the two hinged arch shown below, if the moment 500 kNm acting at B produces the displacement of 0.005 m at C then rotation produced at B due to 100 kN force acting at C is

A

0.005 rad.

B

0.001 rad.

C

0.05 rad.

D

0.01 rad.

Arches

Matrix Method

Method of Indeterminate Analysis

Influence Line Diagram

Analysis of Determinate and Indeterminate Structures

Indeterminacy and Stability of Structures

Cables and Suspension Bridges

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