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: While designing the pile as a column, the end conditions are nearly_______________?
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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: During erection, the pile of length / is supported by a crane at a distance of________________?
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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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MCQs: Assertion A : The load factor for live load is greater than that for dead load. Reason R : The live loads are more uncertain than dead loads?
Select your answer based on the coding system given below :
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MCQs: The design yield stress of steel according to IS: 456-1978 is_______________?
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