Delermine the slope and dellecdion at point D of the beam shown below using the moment-area melhod. Provide your MWEI diagram and elastic curve diagram.180 kN16 kNmC5m5mEl = constantE=70 GPa1= 2340 (10) mmB.

Given, Total Span of the beam = 14m E= 70GPA We need to calculate, deflection at point D using…

Answered: Delermine the slope and dellecdion at…

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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Q\Discuss in detail the effect of the Length in the Buckling of hollow shaft .
From the given beam loaded has shown; Determine the deflection at point D in mm. Using Moment Area Method. Let P =37 kN. EI = 14220kNm2 | 2P D B A - 2P 3.0 m 1.5 m 1.5 m Moment diagram by Parts 3P -3P Deflection curve diagram
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Determine the equations of the elastic curve for the beam using the x1 and x2 coordinates. Specify the slope at A and the maximum deflection. EI is constant.
Q2(2). The simple beam is supported by a pin at point A and a roller at point C. It is subjected to a uniformly distributed load with intensity w = 2.3 kN/m and a couple moment M = 46 kN-m as shown, and the lengths are ₁ = 5.5 m and /2 = 4.8 m. Determine the absolute value of the deflection (in the unit of mm) at x = 7 m from left. El = 3.2 x 106 N.m². A W mium X ₁ B M - 12 C
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1) Find the vertical deflection at joint D in mm?
A concentrated load P=7kN, acting downwards, is located midway between the simple supports of the beam shown. Determine the deflection, in mm, at the free-end C. Use a=6m, E=219 GPa, and I=266x10^6 mm^4.
For the bearn and loading shown, use discontinuity functions to compute (a) the slope of the bear at B and (b) the deflection of the bearn at A. Assure a constant value of EI = 115000 kip ft² for the bear; wo = 2.8 kips/ft, LAB = 12 ft. LBC = 6 ft. Wo Answer: (a) 8B = (b) VA = LAB rad in. B LBC C X

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Delermine the slope and dellecdion at point D of the beam shown below using the moment- area melhod. Provide your MWEI diagram and elastic curve diagram. 180 kN 16 kNm C 5m 5m El = constant E=70 GPa 1= 2340 (10) mm B.