Civil Engineering MCQs

Page No. 85

Shape factor is a property which depends________________?


a only on the ultimate stress of the material


bonly on the yield stress of the material


conly on the geometry of the section


dboth on the yield stress and ultimate stress of material



The mechanism method and the statical method give__________________?


a lower and upper bounds respectively on the strength of structure


b upper and lower bounds respectively on the strength of structure


clower bound on the strength of structure


d upper bound on the strength of structure



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


csolid circular beams only


dall square cross-section beams



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


a0.5 D


b0.68 D


c0.88 D


dD


View Answer 0.88 D

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


asway bracing


bportal bracing


ctop lateral bracing


d bottom lateral bracing


View Answer portal bracing

The sway bracing is designed to transfer____________________?


a2Vi % of the top panel wind load to bottom bracing


b10% of the top panel wind load to bottom bracing


c25% of the top panel wind load to bottom bracing


d50% of the top panel wind load to bottom bracing



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


alateral braces


bchord members


conly (A)


donly (B)


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


b through type


chalf through type


ddouble deck type


View Answer half through type

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


a6t


b 101


c121


d161


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


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


dcolumn loads + full horizontal shear due to wind or earthquake



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