A 12m+ -2 m- B b -4 m- C -4 m-
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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a.) Draw the influence lines for vertical reactions at supports B and D and the shear and bending moment at point C of the beams shown.
b.) Determine the maximum positive and negative shears and the maximum positive and negative bending moments at point C due to a concentrated live load of 100 kN, a uniformly distributed live load of 50 kN/m, and a uniformly distributed dead load of 20 kN/m.
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