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Design of Concrete Structures

For a continuous slab of 3 m x 3.5 m size, the minimum overall depth of slab to satisfy vertical deflection limits is__________________?

For a continuous slab of 3 m x 3.5 m size, the minimum overall depth of slab to satisfy vertical deflection limits is__________________?

A. 50 mm
B. 75 mm
C. 100 mm
D. 120 mm

For a continuous slab of 3 m x 3.5 m size, the minimum overall depth of slab to satisfy vertical deflection limits is__________________? Read More »

Design of Concrete Structures, MCQs / Q&A

One of the criteria for the effecvve width of flange of T-beam is bf =—+ bw +6Df 6 In above formula, l0 signifies_______________?

One of the criteria for the effecvve width of flange of T-beam is bf =—+ bw +6Df 6 In above formula, l0 signifies_______________?

A. effective span of T-beam
B. distance between points of zero moments in the beam
C. distance between points of maximum moments in the beam
D. clear span of the T-beam

One of the criteria for the effecvve width of flange of T-beam is bf =—+ bw +6Df 6 In above formula, l0 signifies_______________? Read More »

Design of Concrete Structures, MCQs / Q&A

For walls, columns and vertical faces of all structural members, the form work is generally removed after______________?

For walls, columns and vertical faces of all structural members, the form work is generally removed after______________?

A. 24 to 48 hours
B. 3 days
C. 7 days
D. 14 days

For walls, columns and vertical faces of all structural members, the form work is generally removed after______________? Read More »

Design of Concrete Structures, MCQs / Q&A

For walls, columns and vertical faces of all structural members, the form work is generally removed after_______________?

For walls, columns and vertical faces of all structural members, the form work is generally removed after_______________?

A. 24 to 48 hours
B. 3 days
C. 7 days
D. 14 days

For walls, columns and vertical faces of all structural members, the form work is generally removed after_______________? Read More »

Design of Concrete Structures, MCQs / Q&A

For concreting of heavily reinforced sections without vibration, the workability of concrete expressed as compacting factor should be________________?

For concreting of heavily reinforced sections without vibration, the workability of concrete expressed as compacting factor should be________________?

A. 0.75-0.80
B. 0.80-0.85
C. 0.85 – 0.92
D. above 0.92

For concreting of heavily reinforced sections without vibration, the workability of concrete expressed as compacting factor should be________________? Read More »

Design of Concrete Structures, MCQs / Q&A