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Question 1 Determine whether the following structures are initially stable and to which degree they are determinate or indeterminate: A (a) (b) (c) (d) (e) 1002 B. Name the two commonly used methods for finding deflection of a joint in a structure. i. i. Name and explain the types of deflection available in a framed structure.

Question 1 Determine whether the following structures are initially stable and to which degree they are determinate or indeterminate: A (a) (b) (c) (d) (e) 1002 B. Name the two commonly used methods for finding deflection of a joint in a structure. i. i. Name and explain the types of deflection available in a framed structure.

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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Question 1 Determine whether the following structures are initially stable and to which degree they are determinate or indeterminate: A (a) (b) (c) (d) (e) 1002 В. Name the two commonly used methods for finding deflection of a joint in a structure. i. i. Name and explain the types of deflection available in a framed structure.
Transcribed Image Text:Question 1 Determine whether the following structures are initially stable and to which degree they are determinate or indeterminate: A (a) (b) (c) (d) (e) 1002 В. Name the two commonly used methods for finding deflection of a joint in a structure. i. i. Name and explain the types of deflection available in a framed structure.
Question 2 Determine y the vertical and horizontal deflections at the joint B of an inverted triangular pin-jointed frame ABC, carrying a downward load of 5,000Kg at B, with a simple support at A and roller support at C. The length of member AC is 6m, while the vertical height from joint C to B is 4m. The area of the material of members AB and BC is 20m², while that of member AC is 15m2 and Young's Modulus of Elasticity of the materials is 2.00 x 1010Kg/m2. A.
Transcribed Image Text:Question 2 Determine y the vertical and horizontal deflections at the joint B of an inverted triangular pin-jointed frame ABC, carrying a downward load of 5,000Kg at B, with a simple support at A and roller support at C. The length of member AC is 6m, while the vertical height from joint C to B is 4m. The area of the material of members AB and BC is 20m², while that of member AC is 15m2 and Young's Modulus of Elasticity of the materials is 2.00 x 1010Kg/m2. A.
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