From the given simply supported beam below, determine the following:a, The shear and moment equation of each segment of the beami Use point A as reference ofb. The Shear and Mament Diagram of the beame The maximum shearand moment of the beam.d. The moment of Ihertia with respect to the neutral axls.e. The maximum flexurál stress and shear stress of the beam.I. The bending stress at point B andC* The shear stressät the mid-point of the beam.20 kN14 kN / m10 KN / mAB[D]E4 m25 m25 m3 m360 mm80 mm130 mm130 mm300 mm90 mm280 mm

Draw the free-boy diagram of the beam.

1. From the given simply supported beam below, determine the following: a. The shear and moment equation of each segment of the beam. Use point A as reference of b. The Shear and Mament Diagram of the beam C The maximum shearand moment af the beam. d. The mament of Inertia with respect to the neutral axis. e. The maximum flexural stress and shear stress of the beam. I. The bending stress at point B and C g. The shear stress at the mid-point of the beam. 20 kN 14 kN / m 10 kN / m A B C D 25m 25 m

1. From the given simply supported beam below, determine the following: a. The shear and moment equation of each segment of the beam. Use point A as reference of b. The Shear and Mament Diagram of the beam C The maximum shearand moment af the beam. d. The mament of Inertia with respect to the neutral axis. e. The maximum flexural stress and shear stress of the beam. I. The bending stress at point B and C g. The shear stress at the mid-point of the beam. 20 kN 14 kN / m 10 kN / m A B C D 25m 25 m

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

From the given simply supported beam below, determine the following:
a, The shear and moment equation of each segment of the beami Use point A as reference of
b. The Shear and Mament Diagram of the beam
e The maximum shearand moment of the beam.
d. The moment of Ihertia with respect to the neutral axls.
e. The maximum flexurál stress and shear stress of the beam.
I. The bending stress at point B andC
* The shear stressät the mid-point of the beam.
20 kN
14 kN / m
10 KN / m
A
B
[D]
E
4 m
25 m
25 m
3 m
360 mm
80 mm
130 mm
130 mm
300 mm
90 mm
280 mm

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