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Rcc Structures Design — Part 2 MCQs with Explanations

Practice high-yield Civil Engineering MCQs on Rcc Structures Design — Part 2 with worked academic solutions for PPSC SDO, FPSC AEE, C&W, Irrigation, NTS.

Questions
40
Difficulty Level
Exam-Level
Target Exams
PPSC SDO, FPSC AEE, C&W...
Estimated Time
48 mins
Exam-Level PPSC SDO FPSC AEE C&W Irrigation NTS
Verified for Commission Syllabus • Oct 14, 2026
40

Verified Practice Questions

Interactive test mode with detailed academic worked solutions

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Question 1 of 40
★ PPSC SDO ★ FPSC AEE

Minimum spacing between horizontal parallel reinforcement of the same size should not be less than

Question 2 of 40
★ PPSC SDO ★ FPSC AEE

Minimum spacing between horizontal parallel reinforcement of different sizes, should not be less than

Question 3 of 40
★ PPSC SDO ★ FPSC AEE

If W is total load per unit area on a panel, D is the diameter of the column head, L is the span in two directions, then the sum of the maximum positive bending moment and average of the negative bending moment for the design of the span of a square flat slab, should not be less than

Question 4 of 40
★ PPSC SDO ★ FPSC AEE

The radius of a bar bend to form a hook, should not be less than

Question 5 of 40
★ PPSC SDO ★ FPSC AEE

If T and R are tread and rise respectively of a stair, then

Question 6 of 40
★ PPSC SDO ★ FPSC AEE

If A is the area of the foundation of a retaining wall carrying a load W and retaining earth of weight 'w' per unit volume, the minimum depth (h) of the foundation from the free surface of the earth, is

Question 7 of 40
★ PPSC SDO ★ FPSC AEE

An intermediate T-beam reinforced with two layers of tensile steel with clear cover 13 cm encased with the floor of a hall 12 meters by 7 meters, is spaced at 3 meters from adjoining beams and if the width of the beam is 20 cm, the breadth of the flange is

Question 8 of 40
★ PPSC SDO ★ FPSC AEE

A part of the slab may be considered as the flange of the T-beam if

Question 9 of 40
★ PPSC SDO ★ FPSC AEE

If the maximum dip of a parabolic tendon carrying tension P is h and the effective length of the pre-stressed beam is L, the upward uniform pressure will be

Question 10 of 40
★ PPSC SDO ★ FPSC AEE

Pick up the incorrect statement from the following: Tensile reinforcement bars of a rectangular beam

Question 11 of 40
★ PPSC SDO ★ FPSC AEE

According to the steel beam theory of doubly reinforced beams

Question 12 of 40
★ PPSC SDO ★ FPSC AEE

The width of the flange of a T-beam, which may be considered to act effectively with the rib depends upon

Question 13 of 40
★ PPSC SDO ★ FPSC AEE

An R.C.C. lintel is spanning an opening of 2 m span in a brick wall. The height of the roof is 2.9 m above the floor level and that of the opening is 2.1 m above the floor level. The lintel is to be designed for self weight plus

Question 14 of 40
★ PPSC SDO ★ FPSC AEE

The maximum area of tension reinforcement in beams shall not exceed

Question 15 of 40
★ PPSC SDO ★ FPSC AEE

An R.C.C. beam of 25 cm width and 50 cm effective depth has a clear span of 6 meters and carries a U.D.L. of 3000 kg/m inclusive of its self weight. If the lever arm constant for the section is 0.865, the maximum intensity of shear stress, is

Question 16 of 40
★ PPSC SDO ★ FPSC AEE

Lapped splices in tensile reinforcement are generally not used for bars of size larger than

Question 17 of 40
★ PPSC SDO ★ FPSC AEE

After pre-stressing process is completed, a loss of stress is due to

Question 18 of 40
★ PPSC SDO ★ FPSC AEE

If a rectangular pre-stressed beam of an effective span of 5 meters and carrying a total load 3840 kg/m, is designed by the load balancing method, the central dip of the parabolic tendon should be

Question 19 of 40
★ PPSC SDO ★ FPSC AEE

If the size of a column is reduced above the floor, the main bars of the columns, are

Question 20 of 40
★ PPSC SDO ★ FPSC AEE

For initial estimate for a beam design, the width is assumed

Question 21 of 40
★ PPSC SDO ★ FPSC AEE

[A + (m - 1) A SC ] known as equivalent concrete area of R.C.C. is given by

Question 22 of 40
★ PPSC SDO ★ FPSC AEE

The reinforced concrete beam which has width 25 cm, lever arm 40 cm, shear force 6 t/cm 2 , safe shear stress 5 kg/cm 2 and B.M. 24 mt,

Question 23 of 40
★ PPSC SDO ★ FPSC AEE

The maximum diameter of a bar used in a ribbed slab, is

Question 24 of 40
★ PPSC SDO ★ FPSC AEE

The advantage of a concrete pile over a timber pile, is

Question 25 of 40
★ PPSC SDO ★ FPSC AEE

An R.C.C. roof slab is designed as a two way slab if

Question 26 of 40
★ PPSC SDO ★ FPSC AEE

The amount of reinforcement for main bars in a slab, is based upon

Question 27 of 40
★ PPSC SDO ★ FPSC AEE

The transverse reinforcements provided at right angles to the main reinforcement

Question 28 of 40
★ PPSC SDO ★ FPSC AEE

If ‘W’ is weight of a retaining wall and ‘P’ is the horizontal earth pressure, the factor of safety against sliding, is

Question 29 of 40
★ PPSC SDO ★ FPSC AEE

If p 1 and p 2 are mutually perpendicular principal stresses acting on a soil mass, the normal stress on any plane inclined at angle $${\theta ^ \circ }$$ to the principal plane carrying the principal stress p 1 , is:

Question 30 of 40
★ PPSC SDO ★ FPSC AEE

The width of the rib of a T-beam, is generally kept between

Question 31 of 40
★ PPSC SDO ★ FPSC AEE

If ‘H’ is the overall height of a retaining wall retaining a surcharge, the width of the base slab usually provided, is

Question 32 of 40
★ PPSC SDO ★ FPSC AEE

The thickness of base slab of a retaining wall generally provided, is

Question 33 of 40
★ PPSC SDO ★ FPSC AEE

Bottom bars under the columns are extended into the interior of the footing slab to a distance greater than

Question 34 of 40
★ PPSC SDO ★ FPSC AEE

If C is creep coefficient, f is original pre-stress in concrete, m is modular ratio, E is Young's modulus of steel and e is shrinkage strain, the combined effect of creep and shrinkage is:

Question 35 of 40
★ PPSC SDO ★ FPSC AEE

The percentage of minimum reinforcement of the gross sectional area in slabs, is

Question 36 of 40
★ PPSC SDO ★ FPSC AEE

If R and T are rise and tread of a stair spanning horizontally, the steps are supported by a wall on one side and by a stringer beam on the other side, the steps are designed as beams of width

Question 37 of 40
★ PPSC SDO ★ FPSC AEE

If ‘W’ is the uniformly distributed load on a circular slab of radius ‘R’ fixed at its ends, the maximum positive radial moment at its centre, is

Question 38 of 40
★ PPSC SDO ★ FPSC AEE

The stem of a cantilever retaining wall which retains earth level with top is 6 m. If the angle of repose and weight of the soil per cubic metre are 30° and 2000 kg respectively, the effective width of the stem at the bottom, is

Question 39 of 40
★ PPSC SDO ★ FPSC AEE

The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept

Question 40 of 40
★ PPSC SDO ★ FPSC AEE

An R.C.C. column is treated as short column if its slenderness ratio is less than

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