11. A simply supported beam is subjected to point load and uniformly distributed load as shown in Fig.(1). The maximum deflection at point C by using Macaulay Method in term of El of beam is given by; 11. A simply supportedbeam is subjected to pointload anduniformly distributedload as shown in Fig.(1). 40KN 15KN m Fig. (1) A D B 2mm 1m 7m The maximum deflection at point Cby using Macaulay Method in term of EI of beam is given by; a. -1260.61/EI b. -1460.61/EI c. -1660.61/EI d. None of the above

11. A simply supported beam is subjected to point load and uniformly distributed load as shown in Fig.(1). The maximum deflection at point C by using Macaulay Method in term of El of beam is given by; 11. A simply supportedbeam is subjected to pointload anduniformly distributedload as shown in Fig.(1). 40KN 15KN m Fig. (1) A D B 2mm 1m 7m The maximum deflection at point Cby using Macaulay Method in term of EI of beam is given by; a. -1260.61/EI b. -1460.61/EI c. -1660.61/EI d. None of the above

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter9: Deflections Of Beams

Section: Chapter Questions

Problem 9.2.5P: The deflection curve for a cantilever beam AB (sec figure) is given by...

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Concept explainers

Slope and Deflection

The slope in a deflected beam is described as an angle in radians made by the tangent of the section with the original axis of the beam. The deflection at any point on the axis of the beam is defined as the lateral displacement of the point before and after loading.

Question

11. A simply supported beam is
subjected to point load and uniformly
distributed load as shown in Fig.(1).
The maximum deflection at point C by
using Macaulay Method in term of El of
beam is given by;
11. A simply supportedbeam is subjected to pointload anduniformly distributedload as
shown in Fig.(1).
40KN
15KN m
Fig. (1)
A
D
B
2mm
1m
7m
The maximum deflection at point Cby using Macaulay Method in term of EI of beam
is given by;
a. -1260.61/EI
b. -1460.61/EI
c. -1660.61/EI
d. None of the above

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