QUESTION 1) The cross sectionalЕ, A,Е, А,areas of the KM and MR intervals areA1 = 400 mm? and A2respectively. Both sections are made= 200 mm²,from the same material that has elasticL.MNRKmodulus ofE =200 GPa. If the gap infigure is 8-5mm and the axial forcesare Pi = 120 kN and P21m2m2m1m= 80 kN;a) Calculate the support reactions.b) Draw the axial force diagram.

QUESTION 1) The cross sectional Е, А, Е, А, areas of the KM and MR intervals are = 400 mm and A2 = 200 mm2, respectively. Both sections are made from the same material that has elastic A1 L. M K modulus of E = 200 GPa. If the gap in figure is 8=5mm and the axial forces are Pi = 120 kN and P2 = 80 kN; 1m 2m 2m 1m a) Calculate the support reactions. b) Draw the axial force diagram. 2 ---

QUESTION 1) The cross sectional Е, А, Е, А, areas of the KM and MR intervals are = 400 mm and A2 = 200 mm2, respectively. Both sections are made from the same material that has elastic A1 L. M K modulus of E = 200 GPa. If the gap in figure is 8=5mm and the axial forces are Pi = 120 kN and P2 = 80 kN; 1m 2m 2m 1m a) Calculate the support reactions. b) Draw the axial force diagram. 2 ---

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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Load on Structures

Civil engineers primarily deal with beams in their day-to-day applications. A beam is a structural member that resists shear loadings. There are various types of beams such as cantilever beam, simply supported beam, and over the hanging beam. All these beams have a different end and loading conditions.

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