A statically indeterminate steel beams is shown below. As an Engineer, finda. the reaction at the roller support using force method (Flexibility Method).Take EI Constant. Major topic- Analysis of StaticallyAP7Indeterminate Structuresby Force Methodb. Draw the shear Force diagram of the beam.Major topic- Analysis of Statically%3DEV7Indeterminate Structuresby Force Methodc. Draw the Bending Moment diagram of the beam.Major topic- Analysis of StaticallyAVIndeterminate Structuresby Force Method50 kNtoAВ-6 m-6 m-

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Answered: A statically indeterminate steel beams…

A statically indeterminate steel beams is shown below. As an Engineer, find a. the reaction at the roller support using force method (Flexibility Method). Take EI Constant.

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

A statically indeterminate steel beams is shown below. As an Engineer, find
a. the reaction at the roller support using force method (Flexibility Method).
Take EI Constant.

Major topic
- Analysis of Statically
AP
7
Indeterminate Structures
by Force Method
b. Draw the shear Force diagram of the beam.
Major topic
- Analysis of Statically
%3D
EV
7
Indeterminate Structures
by Force Method
c. Draw the Bending Moment diagram of the beam.
Major topic
- Analysis of Statically
AV
Indeterminate Structures
by Force Method
50 kN
to
A
В
-6 m-
6 m-

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GIVEN DATA

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PROCEDURE OF FLEXIBILITY METHOD

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ANALYSIS OF BEAM USING FLEXIBILITY METHOD(PART1)

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ANALYSIS OF BEAM USING FLEXIBILITY METHOD(PART2)

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