Problem for Modules 3.5 and 3.6: Analyze the determinate truss below and answer questions 3.5 and 3.6. Write your answers on the space provided. And express it in one decimal place only and in millimeters. For example 1.1mm, 10.1mm, 123.3mm without space between the magnitude and the unit. For question 3.5 using Castigliano's theorem, the vertical deflection of joint B is nearest to *

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Problem for Modules 3.5 and 3.6: Analyze the determinate truss below
and answer questions 3.5 and 3.6. Write your answers on the space
provided. And express it in one decimal place only and in millimeters. For
example 1.1mm, 10.1mm, 123.3mm without space between the
magnitude and the unit. For question 3.5 using Castigliano's theorem,
the vertical deflection of joint B is nearest to *
50KN
Determinate Truss
60 C
30°
2m
A = 0.00001m?, and E = 200x106 KN/m²,
%3D
Transcribed Image Text:Problem for Modules 3.5 and 3.6: Analyze the determinate truss below and answer questions 3.5 and 3.6. Write your answers on the space provided. And express it in one decimal place only and in millimeters. For example 1.1mm, 10.1mm, 123.3mm without space between the magnitude and the unit. For question 3.5 using Castigliano's theorem, the vertical deflection of joint B is nearest to * 50KN Determinate Truss 60 C 30° 2m A = 0.00001m?, and E = 200x106 KN/m², %3D
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