PROBLEM THEORY-2, A beam is loaded as shown in the figure below. It is known that support B settles by 25 mm. Span AB has a moment of inertia equal to 41, while span BC has a moment of inertia equal to 1 = 50 x 106 mmª. Assuming that E is constant at 200 GPa, determine the following: ||| | 2 kN/m | TT ba -8 m 1. The rotation, in radians, at A. 2. The rotation, in radians, at B. 2 m 20 kN -3 m- C

PROBLEM THEORY-2, A beam is loaded as shown in the figure below. It is known that support B settles by 25 mm. Span AB has a moment of inertia equal to 41, while span BC has a moment of inertia equal to 1 = 50 x 106 mmª. Assuming that E is constant at 200 GPa, determine the following: ||| | 2 kN/m | TT ba -8 m 1. The rotation, in radians, at A. 2. The rotation, in radians, at B. 2 m 20 kN -3 m- C

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

Matrix Algebra for Structural analysis

Structural analysis is a process in which the effects of different loads and internal forces, acting on structures and their elements are determined. This method of analysis is effective in detecting the failure loads of the structural elements and the design can be altered before commencing the construction process, which ensures proper strength and safety of the structures.

Question

Solve using Area Moment Method.

PROBLEM THEORY-2. A beam is loaded as shown in the figure below. It is known that
support B settles by 25 mm. Span AB has a moment of inertia equal to 41, while span BC
has a moment of inertia equal to I = 50 x 106 mm*. Assuming that E is constant at 200
GPa, determine the following:
| 20 kN
2 kN/m
by
-8 m
-3 m-
2 m
1. The rotation, in radians, at A.
2. The rotation, in radians, at B.

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Step 4: Deflection of b with respect to tangent drawn from c

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