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Problem of Modules 3.3 and 3.4: Determine the deflection at the end of the overhang by applying the conjugate beam method or Castigliano's theorem. See modulus of rigidity in the figure. Write your answer on the space below, 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. * modulus of rigidity is 5.4X10°KNM2. 12.33KN/m 2m 2m 3.0m

Problem of Modules 3.3 and 3.4: Determine the deflection at the end of the overhang by applying the conjugate beam method or Castigliano's theorem. See modulus of rigidity in the figure. Write your answer on the space below, 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. * modulus of rigidity is 5.4X10°KNM2. 12.33KN/m 2m 2m 3.0m

Structural Analysis
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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Problem of Modules 3.3 and 3.4: Determine the deflection at the end of the overhang by applying the conjugate beam method or Castigliano's theorem. See modulus of rigidity in the figure. Write your answer on the space below, 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. * modulus of rigidity is 5.4×10°KNM2. 12.33KN/m 2m 2m 3.0m
Transcribed Image Text:Problem of Modules 3.3 and 3.4: Determine the deflection at the end of the overhang by applying the conjugate beam method or Castigliano's theorem. See modulus of rigidity in the figure. Write your answer on the space below, 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. * modulus of rigidity is 5.4×10°KNM2. 12.33KN/m 2m 2m 3.0m
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