2. From the shown shear diagram below, solve for the following: a. Largest concentrated load (not including reaction) acting on the beam; b. Maximum negative bending moment; and c. Location of the point of inflection from the right end of the beam. 30 kN 20 kN 10 kN 20 kN 2 m 2.5 m 1.5m 2.5 m

2. From the shown shear diagram below, solve for the following: a. Largest concentrated load (not including reaction) acting on the beam; b. Maximum negative bending moment; and c. Location of the point of inflection from the right end of the beam. 30 kN 20 kN 10 kN 20 kN 2 m 2.5 m 1.5m 2.5 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.

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2. From the shown shear diagram below, solve for the following:
a. Largest concentrated load (not including reaction) acting on the beam;
b. Maximum negative bending moment; and
c. Location of the point of inflection from the right end of the beam.
30 kN
20 kN
-10 kN
-20 kN
2 m
2.5 m
1.5 m
2.5 m

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determine the support reactions at point A,B & C. TAKE NOTE: The support C is fixed and Support B is an internal hinge. Kindly show your complete solutions.refer to the given figure below.
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