Given: Figure TOS 2103: W = 5044 N,(a) Find the value of X so the deflection atthe free ends is zero.(b) Solve for the Reactions at the supports[kN](c) Solve for the maximum value of Eid, [kN-mm³](d) Solve for 0_A in degrees.W5 m.Figure TOS 2103

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Given: Figure TOS 2103: W = 5044 N, (a) Find the value of X so the deflection at the free ends is zero. %3D (b) Solve for the Reactions at the supports [kN] (c) Solve for the maximum value of Eið, [kN- mm³] (d) Solve for 0_A in degrees.

Given: Figure TOS 2103: W = 5044 N, (a) Find the value of X so the deflection at the free ends is zero. %3D (b) Solve for the Reactions at the supports [kN] (c) Solve for the maximum value of Eið, [kN- mm³] (d) Solve for 0_A in degrees.

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

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

Given: Figure TOS 2103: W = 5044 N,
(a) Find the value of X so the deflection at
the free ends is zero.
(b) Solve for the Reactions at the supports
[kN]
(c) Solve for the maximum value of Eid, [kN-
mm³]
(d) Solve for 0_A in degrees.
W
5 m.
Figure TOS 2103

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determination of value of x (part1)

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determination of value of x (part2)

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determination of max deflection

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determination of max deflection

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