Construct the influence lines for the vertical reactions at A and B for the beam shown below. Also compute the maximum vertical reaction at A and maximum moment at B due to dead load of 1.2 KN/m and live load of 4 KN/m. hinge 3 m 7.5 m 4.5 m El
Construct the influence lines for the vertical reactions at A and B for the beam shown below. Also compute the maximum vertical reaction at A and maximum moment at B due to dead load of 1.2 KN/m and live load of 4 KN/m. hinge 3 m 7.5 m 4.5 m El
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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