Need asap 228KNВ2.5 mAD4.0 m-4.0 m?,Shown in the figure above is a truss (E = 300GPA) with 228kN loading. The cross-sectional areas of members AB and AD are 2,500 mm and 2,000 mmDetermine the axial deformation (in mm) of member BC. Express your answers in 2 decimal places. Use the following sign conventions: "+" for Lengthening and "-" forShortening.respectively.

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228 kN B 2.5 m А 4.0 m 4.0 m Shown in the figure above is a truss (E = 300GPA) with 228kN loading. The cross-sectional areas of members AB and AD are 2,500 mm² and 2,000 mm2, respectively. Determine the axial deformation (in mm) of member BC. Express your answers in 2 decimal places. Use the following sign conventions: "+" for Lengthening and -" for Shortening.

228 kN B 2.5 m А 4.0 m 4.0 m Shown in the figure above is a truss (E = 300GPA) with 228kN loading. The cross-sectional areas of members AB and AD are 2,500 mm² and 2,000 mm2, respectively. Determine the axial deformation (in mm) of member BC. Express your answers in 2 decimal places. Use the following sign conventions: "+" for Lengthening and -" for Shortening.

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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