For the continuous beam with two equal spans as shown, the reaction at the midspan is 120 kN. If the length of each span is 6 m, calculate the applied distributed load w in kN/m. Assume that the flexural rigidity of the beam is constant all throughout. W R₁ ↑ R3 R₂
For the continuous beam with two equal spans as shown, the reaction at the midspan is 120 kN. If the length of each span is 6 m, calculate the applied distributed load w in kN/m. Assume that the flexural rigidity of the beam is constant all throughout. W R₁ ↑ R3 R₂
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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