Civil Engineering MCQs

Page No. 85

Shape factor is a property which depends________________?


a only on the ultimate stress of the material

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bonly on the yield stress of the material

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conly on the geometry of the section

✓


dboth on the yield stress and ultimate stress of material

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The mechanism method and the statical method give__________________?


a lower and upper bounds respectively on the strength of structure

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b upper and lower bounds respectively on the strength of structure

✓


clower bound on the strength of structure

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d upper bound on the strength of structure

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In case of timber structures, the simple bending formula M = fz may be applied for________________?


arectangular beams up to 300 mm depth

✓


b all rectangular beams

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csolid circular beams only

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dall square cross-section beams

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The least dimension in case of a circular column of diameter D is taken as_______________?


a0.5 D

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b0.68 D

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c0.88 D

✓


dD

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View Answer 0.88 D

The bracing provided in the plane of end posts is called__________________?


asway bracing

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bportal bracing

✓


ctop lateral bracing

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d bottom lateral bracing

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View Answer portal bracing

The sway bracing is designed to transfer____________________?


a2Vi % of the top panel wind load to bottom bracing

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b10% of the top panel wind load to bottom bracing

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c25% of the top panel wind load to bottom bracing

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d50% of the top panel wind load to bottom bracing

✓



The effect of racking forces is considered in the design of_________________?


alateral braces

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bchord members

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conly (A)

✓


donly (B)

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View Answer only (A)

If the floor is supported at or near the bottom but top chords of a bridge are not braced, then the bridge is called________________?


adeck type

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b through type

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chalf through type

✓


ddouble deck type

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View Answer half through type

Maximum pitch of rivets, used in steel stacks, is limited to_______________?


a6t

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b 101

✓


c121

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d161

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View Answer 101

The bracing between two columns of a steel tank will be designed to resist_________________?


ahorizontal shear due to wind or earthquake only

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b horizontal, shear due to wind or earthquake + 2.5% of column loads

✓


ccolumn loads + 2.5% of horizontal shear due to wind or earthquake

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dcolumn loads + full horizontal shear due to wind or earthquake

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