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
0.05 rad.
0.005 rad.
0.01 rad.
0.001 rad.
Arches
Matrix Method
Method of Indeterminate Analysis
Influence Line Diagram
Indeterminacy and Stability of Structures
Analysis of Determinate and Indeterminate Structures
Cables and Suspension Bridges
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