Q5. Consider the deformable pin-jointed truss with loading, geometry and section properties as shown in the Figure Q5. Given that E-2x10"N/m', A-10mm, L-Im and P-lkN. The horizontal displacement of Joint C (in mm, up to one decimal place) is 2P Joint C P- 2AE AE AE

Q5. Consider the deformable pin-jointed truss with loading, geometry and section properties as shown in the Figure Q5. Given that E-2x10"N/m', A-10mm, L-Im and P-lkN. The horizontal displacement of Joint C (in mm, up to one decimal place) is 2P Joint C P- 2AE AE AE

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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Concept explainers

Types and properties of steel

Steel is an alloy of iron. It is formed by heating iron and combining carbon (0.1-1.7%) with it and minor amounts of other elements such sulfur, chromium, manganese, nickel, etc. Thousands of steel grades have been published, registered, or regulated around the world, each with its chemical composition, and special numbering systems have been devised in various countries to classify the vast number of alloys.

Question

05. Consider the deformable pin-jointed truss with loading, geometry and section properties as
shown in the Figure Q5. Given that E=2x10"N/m, A=10mm, L=Im and P-lkN. The
horizontal displacement of Joint C (in mm, up to one decimal place) is
„JointC
P
2AE
7.
AE
AE
Figure 05

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