Completely solve and box the final answers. Please, please write legibly AA simply supported beam of 8m span is acted upon by aclockwise couple of 120 kN-m magnitude at the mid span and a 40 kNof concentrated load at 2m from the right span as shown on figureSTR 3. The beam is of symmetrical I- section with flanges 100mmx 25mm and web 100mm x 25mm. Taking modulus of elasticity of beam.material E = 200 GPa.Determine the following:a. Flexural rigidity of the beam in kN-m².b. Slope at the ends and deflection under the load.120 kN-m25 mmDB4m2m2m100 mm150 mm

Answered: Image /qna-images/answer/7c7be1f9-4de8-4a9d-b307-69d8e2483442.jpg

Answered: Determine the following: a. Flexural…

Engineering

Civil Engineering

Determine the following: a. Flexural rigidity of the beam in kN-m². b. Slope at the ends and deflection under the load.

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

Measuring site work, Excavation and Piling

Bid drawings typically include very little material about the precise requirements of site work operations, measuring site work and excavation work differs from measuring most other works on a construction project. The actual site work conditions are not provided and also the dimensions of the excavations are not known during the pre-construction phase. The precise measurement of the excavation and backfill of the earth material and topsoil is important for a contractor to decide upon the total cost required for the process. All the works should be carried out under OSHA (Occupational Safety and Health Administration) standards to ensure the safety of the workers.

Question

Completely solve and box the final answers. Please, please write legibly

A
A simply supported beam of 8m span is acted upon by a
clockwise couple of 120 kN-m magnitude at the mid span and a 40 kN
of concentrated load at 2m from the right span as shown on figure
STR 3. The beam is of symmetrical I- section with flanges 100mm
x 25mm and web 100mm x 25mm. Taking modulus of elasticity of beam.
material E = 200 GPa.
Determine the following:
a. Flexural rigidity of the beam in kN-m².
b. Slope at the ends and deflection under the load.
120 kN-m
25 mm
D
B
4m
2m
2m
100 mm
150 mm

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