The 2- dimensional truss shown in FIGURE Q2 is made of material that hasa modules of elasticity E = 150×10° N/m². The cross sectional area of eachmember is 0.01 m?. Forces P, and P2 are acting as shown,Wall(e= 40°, P;= 8 kN)2(a)(b)3409(c)30P1P= 2kN4mFIGURE Q2а.You are required to design TWO (2) different system's fixing type ofnodes 2, 3, and 4 to the wall. Then recommend the best option thatprovides the lowest displacement at node 1 by performing completecalculations to justify your recommendation.

Answered: Image /qna-images/answer/f6ed7510-b438-4480-88d2-203c108b1d21.jpg

The 2- dimensional truss shown in FIGURE Q2 is made of material that has a modules of elasticity E = 150×10° N/m². The cross sectional area of each member is 0.01 m2. Forces P1 and P2 are acting as shown, Wall (e= 40°, P;= 8 kN) 2 (a) (b) 40 (c) 30 P1 P- 2kN 4m FIGURE Q2 a. You are required to design TWO (2) different system's fixing type of nodes 2, 3, and 4 to the wall. Then recommend the best option that provides the lowest displacement at node 1 by perfoming complete calculations to justify your recommendation.

The 2- dimensional truss shown in FIGURE Q2 is made of material that has a modules of elasticity E = 150×10° N/m². The cross sectional area of each member is 0.01 m2. Forces P1 and P2 are acting as shown, Wall (e= 40°, P;= 8 kN) 2 (a) (b) 40 (c) 30 P1 P- 2kN 4m FIGURE Q2 a. You are required to design TWO (2) different system's fixing type of nodes 2, 3, and 4 to the wall. Then recommend the best option that provides the lowest displacement at node 1 by perfoming complete calculations to justify your recommendation.

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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