Design of Concrete Structures Mcqs


Q.  Critical section for shear in case of flat slabs is at a distance of_______________?

a. effective depth of slab from periphery of column/drop panel
b. d/2 from periphery of column/capital/ drop panel
c. at the drop panel of slab
d. at the periphery of column


ANSWER: See Answer
 
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MCQs:  For a slab supported on its four edges with corners held down and loaded uniformly, the Marcus correction factor to the moments obtained by Grashoff Rankine’s theory_______________?
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MCQs:  Modulus of elasticity of steel as per IS : 456-1978 shall be taken as______________?
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MCQs:  If the depth of neutral axis for a singly reinforced rectangular section is represented by kd in working stress design, then the value of k for balanced section_______________?
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MCQs:  If nominal shear stress tv exceeds the design shear strength of concrete xc, the nominal shear reinforcement as per IS : 456-1978 shall be provided for carrying a shear stress equal to__________________?
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MCQs:  For a reinforced concrete section, the shape of shear stress diagram is_______________?
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MCQs:  The main reinforcement in the heel of a T-shaped R.C. retaining wall is provided on______________?
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MCQs:  In counterfort retaining walls, the main reinforcement in the stem at support is_______________?
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MCQs:  In a counterfort retaining wall, the main reinforcement in the stem at mid span is provided on_______________?
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MCQs:  A T-shaped retaining wall mainly conssits of_________________?
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MCQs:  To minimise the effect of differential settlement, the area of a footing should be designed for______________?
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MCQs:  In a pile of length /, the points of suspension from ends for lifting it are located at______________?
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MCQs:  The critical section for finding maximum bending moment for footing under masonry wall is located_______________?
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MCQs:  If the foundations of all the columns of a structure are designed on the total live and dead load basis, then_________________?
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MCQs:  According to ISI recommendations, the maximum depth of stress block for balanced section of a beam of effective depth d is__________________?
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MCQs:  The centroid of compressive force, from the extreme compression fiber, in limit state design lies at a distance of__________________?
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MCQs:  The load factors for live load and dead load are taken respectively as_________________?
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MCQs:  According to Whitney’s theory, ultimate strain of concrete is assumed to be_____________?
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