Answered: The Problem #1: determinate beam shown…

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 D B C 30 kN 1 m 3 m 50 kN 2 m

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Members with compression and bending

Compression members are structural elements that carry compressive axial force. They are the vertical members of a building that support beams and their design, which is governed by buckling and strength. Columns are known as struct or compression members, which are subjected to compressive forces. These members provide stiffness to the building and avoid any imperfection regarding the transfer of axial load. For instance, webs in a truss, braces in a framed structure, tiers, and so on.

Question

Text for problem 1: 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?

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
D
B
C
30 kN 1 m
3 m
50 KN
2 m

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