623 w 20 kN/m 100 u 300 m A 6 m 100 m FIGURE 16.a FIGURE 16.b Determine the moment at midapan of the beam. Determine the location of the neutral axis of the cress-section of the beam fr om the topmost fiber. Determine the moment of inertia at the neutral axis of the cross- section of the beam.

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Answered: 623 w 20 kN/m 100 u 300 m A 6 m 100 m FIGURE 16.a FIGURE 16.b Determine the moment at midapan of the beam. Determine the location of the neutral axis of the…

Structural Analysis

6th Edition

ISBN: 9781337630931

Author: KASSIMALI, Aslam.

Publisher: Cengage,

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Question

625 www
20 kN/m
100
500 mm
A
6 m
j00
FIGURE 16. a
FIGURE 16.b
Determine the moment at midspan of the beam.
Determine the location of the neutral axis of the cress-section of
the beam from the topmcst fiber.
Determine the moment of inertia at the neutral axis of the cross-
section of the beam.
Determine the flexural stress at the edge of the topmost fiber at
the midspan of the beam.
Determine the flexural stress at the edge of the lowest fiber at the
midspan of the beam.

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Step 3: Moment of inertia of the cross section of the beam

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5.3 The beam is subjected to a load F = 400 N and is supported by the rope and the smooth surfaces at A and B. (a) Draw the free-body diagram of the beam. (b) What are the magnitudes of the reactions at A and B? 45° A F B 30° -1.2 m-1.5 m-1 m- Problem 5.3
Determine the magnitude of forces F1, F2, F3, so that the particle is held in equilibrium.
The support at B settles by 10mm. What is the effect of this settlement in the bending moment at B (EI = 110x106 Nm²)? A Select one: 6m a. Adds 183 kNm in sagging. b. Adds 183 kNm in hogging. c. No change. d. Adds 91.7 kNm in sagging. 無 B 6m 10 kN/m

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