The Problem # 1: determinate beam shown is loaded with concentrated load at A = 30 KN. at C -50 KN. and a variable load of w=40 KN/m. Wo B C 30 KN 1 m 3 m 50 KN 2 m
The Problem # 1: determinate beam shown is loaded with concentrated load at A = 30 KN. at C -50 KN. and a variable load of w=40 KN/m. Wo B C 30 KN 1 m 3 m 50 KN 2 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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What is the reaction at B, and D?
What is the shear and bending moment at distance @2m from B on the span BD?
What is the maximum flexural stress of thr beam if its section has a depth of 400 mm and a width of 200 mm?
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