Design of Concrete Structures Mcqs

Q.  Maximum distance between expansion joints in structures as per IS : 456 – 1978 is________________?

a. 20 m
b. 30 m
c. 45 m
d. 60 m


ANSWER: See Answer
 
No explanation is available for this question!
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_______________?
Category: Civil Engineering Mcqs,   Published by: T-Code Scripts
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__________________?
Category: Civil Engineering Mcqs,   Published by: T-Code Scripts
MCQs:  For a reinforced concrete section, the shape of shear stress diagram is_______________?
Category: Civil Engineering Mcqs,   Published by: T-Code Scripts
MCQs:  The main reinforcement in the heel of a T-shaped R.C. retaining wall is provided on______________?
Category: Civil Engineering Mcqs,   Published by: T-Code Scripts
MCQs:  In counterfort retaining walls, the main reinforcement in the stem at support is_______________?
Category: Civil Engineering Mcqs,   Published by: T-Code Scripts
MCQs:  In a counterfort retaining wall, the main reinforcement in the stem at mid span is provided on_______________?
Category: Civil Engineering Mcqs,   Published by: T-Code Scripts
MCQs:  A T-shaped retaining wall mainly conssits of_________________?
Category: Civil Engineering Mcqs,   Published by: T-Code Scripts
MCQs:  To minimise the effect of differential settlement, the area of a footing should be designed for______________?
Category: Civil Engineering Mcqs,   Published by: T-Code Scripts
MCQs:  In a pile of length /, the points of suspension from ends for lifting it are located at______________?
Category: Civil Engineering Mcqs,   Published by: T-Code Scripts
MCQs:  While designing the pile as a column, the end conditions are nearly_______________?
Category: Civil Engineering Mcqs,   Published by: T-Code Scripts
MCQs:  The critical section for finding maximum bending moment for footing under masonry wall is located_______________?
Category: Civil Engineering Mcqs,   Published by: T-Code Scripts
MCQs:  If the foundations of all the columns of a structure are designed on the total live and dead load basis, then_________________?
Category: Civil Engineering Mcqs,   Published by: T-Code Scripts
MCQs:  During erection, the pile of length / is supported by a crane at a distance of________________?
Category: Civil Engineering Mcqs,   Published by: T-Code Scripts
MCQs:  According to ISI recommendations, the maximum depth of stress block for balanced section of a beam of effective depth d is__________________?
Category: Civil Engineering Mcqs,   Published by: T-Code Scripts
MCQs:  The centroid of compressive force, from the extreme compression fiber, in limit state design lies at a distance of__________________?
Category: Civil Engineering Mcqs,   Published by: T-Code Scripts
MCQs:  The load factors for live load and dead load are taken respectively as_________________?
Category: Civil Engineering Mcqs,   Published by: T-Code Scripts
MCQs:  According to Whitney’s theory, ultimate strain of concrete is assumed to be_____________?
Category: Civil Engineering Mcqs,   Published by: T-Code Scripts
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 :
Category: Civil Engineering Mcqs,   Published by: T-Code Scripts
MCQs:  The design yield stress of steel according to IS: 456-1978 is_______________?
Category: Civil Engineering Mcqs,   Published by: T-Code Scripts
MCQs:  According to Whitney’s theory, depth of stress block for a balanced section of a concrete beam is limited to_______________?
Category: Civil Engineering Mcqs,   Published by: T-Code Scripts