16. In a cantilever subjected to a concentratedload (P) at the free end and having length=1, Maximum bending moment isa. Pl at the free endb. Pl at the fixed endC. PI/2 at the fixed endd. Pl at the free end17. An axle is subjected to loads as shownحدادMaximum bending moment isа. WIb. W(l-a)C. Wad. W(I+a)18. At a point in a simply supported oroverhanging beam where Shear forcechanges sign and = 0, Bending moment isа. Маximumb. Zeroc. Either increasing or decreasingd. Infinity19. In a cantilever subjected to a combinationof concentrated load, uniformly distributedload and uniformly varying load, Maximumbending moment isa. Where shear force=0b. At the free endC. At the fixed endd. At the mid-point20. Point of contra-flexure is aa. Point where Shear force is maximumb. Point where Bending moment is maximumc. Point where Bending moment is zerod. Point where Bending moment30 but alsochanges sign from positive to negative

Answered: Image /qna-images/answer/f4617804-801b-43e6-a9cf-f7e8a163208b.jpg

16. In a cantilever subjected to a concentrated load (P) at the free end and having length =1, Maximum bending moment is a. Pl at the free end b. Pl at the fixed end C. PI/2 at the fixed end d. Pl at the free end

16. In a cantilever subjected to a concentrated load (P) at the free end and having length =1, Maximum bending moment is a. Pl at the free end b. Pl at the fixed end C. PI/2 at the fixed end d. Pl at the free end

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

16. In a cantilever subjected to a concentrated
load (P) at the free end and having length
=1, Maximum bending moment is
a. Pl at the free end
b. Pl at the fixed end
C. PI/2 at the fixed end
d. Pl at the free end
17. An axle is subjected to loads as shown
حداد
Maximum bending moment is
а. WI
b. W(l-a)
C. Wa
d. W(I+a)
18. At a point in a simply supported or
overhanging beam where Shear force
changes sign and = 0, Bending moment is
а. Маximum
b. Zero
c. Either increasing or decreasing
d. Infinity
19. In a cantilever subjected to a combination
of concentrated load, uniformly distributed
load and uniformly varying load, Maximum
bending moment is
a. Where shear force=0
b. At the free end
C. At the fixed end
d. At the mid-point
20. Point of contra-flexure is a
a. Point where Shear force is maximum
b. Point where Bending moment is maximum
c. Point where Bending moment is zero
d. Point where Bending moment30 but also
changes sign from positive to negative

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