Problem for Modules 3.5 and 3.6: Analyze the determinate truss belowand answer questions 3.5 and 3.6. Write your answers on the spaceprovided. And express it in one decimal place only and in millimeters. Forexample 1.1mm, 10.1mm, 123.3mm without space between the magnitudeand the unit. For question 3.5 using Castigliano's theorem, the verticaldeflection of joint B is nearest to *50KNDeterminate Truss60C302mA = 0.00001m², and E = 200x10° KN /m²,Your answerFor question 3.6 using virtual work method, determine the horizontaldeflection of joint C. Write your answers on the space provided. Andexpress it in one decimal place only and in millimeters. For example1.1mm, 10.1mm, 123.3mm without space between the magnitude and theunit. *Your answer

y=2tan60 x=ytan30x=2tan60tan30=6msummation of moment at A=0CY×2+6-50×6=0CY=37.5KNSUMMATION of…

answer questions 3.5 and 3.6. Write your answers on rided. And express it in one decimal place only and in mple 1.1mm, 10.1mm, 123.3mm without space between the unit. For question 3.5 using Castigliano's theorem ection of joint B is nearest to

answer questions 3.5 and 3.6. Write your answers on rided. And express it in one decimal place only and in mple 1.1mm, 10.1mm, 123.3mm without space between the unit. For question 3.5 using Castigliano's theorem ection of joint B is nearest to

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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