please answer, kindly see attached ref. W= 25, W= 25 KN/mw/2=12.5 KN /m%3Dw/5 = 5m, 5KPa%3DX=475Y= 15557=775 KNY/100 = 7.75m%3DZ/10=6.0m, 6.OK Pq%3D 3. Refer to the figure below,a kN/mW/5, mBeam Properties:|= 198 x 106 mm4E = 200 GPaRod Properties:Diameter = 12 mmE = 200 GPa%3DDetermine the following:a) Due to triangular load a, the rod support at right elongates by 5 mm. Find the force (kN) in rodwhich caused the elongation.b) Determine the value of a in kN/m?c) Determine the moment at fixed end in kNm.

Given data Rod properties Diameter of rod =12 mm Young's Modulus of rod material E =200 Gpa Beam…

3. Refer to the figure below, a kN/m W/5, m Beam Properties: | = 198 x 106 mm4 E = 200 GPa Rod Properties: Diameter = 12 mm E = 200 GPa Determine the following: a) Due to triangular load a, the rod support at right elongates by 5 mm. Find the force (kN) in rod which caused the elongation. b) Determine the value of a in kN/m? c) Determine the moment at fixed end in kNm. KY/100, m→

3. Refer to the figure below, a kN/m W/5, m Beam Properties: | = 198 x 106 mm4 E = 200 GPa Rod Properties: Diameter = 12 mm E = 200 GPa Determine the following: a) Due to triangular load a, the rod support at right elongates by 5 mm. Find the force (kN) in rod which caused the elongation. b) Determine the value of a in kN/m? c) Determine the moment at fixed end in kNm. KY/100, 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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