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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🎉 Set complete! All 40 questions answered.
Question 1 of 40
★ PPSC SDO
★ FPSC AEE
★ PPSC SDO
★ FPSC AEE
Minimum spacing between horizontal parallel reinforcement of the same size should not be less than
Correct Answer: Option A — One diameter
Detailed Academic Explanation:
One diameter is the correct answer to “Minimum spacing between horizontal parallel reinforcement of the same size should not be less than”. This question is standard in competitive examination syllabi for Rcc Structures Design.
💡Key Conceptual Anchor:Rcc Structures Design
Question 2 of 40
★ PPSC SDO
★ FPSC AEE
★ PPSC SDO
★ FPSC AEE
Minimum spacing between horizontal parallel reinforcement of different sizes, should not be less than
Correct Answer: Option B — One diameter of thicker bar
Detailed Academic Explanation:
One diameter of thicker bar is the correct answer to “Minimum spacing between horizontal parallel reinforcement of different sizes, should not be less than”. This question is standard in competitive examination syllabi for Rcc Structures Design.
💡Key Conceptual Anchor:Rcc Structures Design
Question 3 of 40
★ PPSC SDO
★ FPSC AEE
★ 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
Correct Answer: Option C — $$\frac{{{\text{WL}}}}{{10}}{\left( {{\text{L}} - \frac{{2{\text{D}}}}{3}} \right)^2}$$
Detailed Academic Explanation:
$$\frac{{{\text{WL}}}}{{10}}{\left( {{\text{L}} - \frac{{2{\text{D}}}}{3}} \right)^2}$$ is the correct answer to “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”. This question is standard in competitive examination syllabi for Rcc Structures Design.
💡Key Conceptual Anchor:Rcc Structures Design
Question 4 of 40
★ PPSC SDO
★ FPSC AEE
★ PPSC SDO
★ FPSC AEE
The radius of a bar bend to form a hook, should not be less than
Correct Answer: Option A — Twice the diameter
Detailed Academic Explanation:
Twice the diameter is the correct answer to “The radius of a bar bend to form a hook, should not be less than”. This question is standard in competitive examination syllabi for Rcc Structures Design.
💡Key Conceptual Anchor:Rcc Structures Design
Question 5 of 40
★ PPSC SDO
★ FPSC AEE
★ PPSC SDO
★ FPSC AEE
If T and R are tread and rise respectively of a stair, then
Correct Answer: Option A — 2R + T = 60
Detailed Academic Explanation:
2R + T = 60 is the correct answer to “If T and R are tread and rise respectively of a stair, then”. This question is standard in competitive examination syllabi for Rcc Structures Design.
💡Key Conceptual Anchor:Rcc Structures Design
Question 6 of 40
★ PPSC SDO
★ FPSC AEE
★ 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
$${\text{h}} = \frac{{\text{W}}}{{{\text{Aw}}}}{\left[ {\frac{{1 - \sin \varphi }}{{1 + \sin \varphi }}} \right]^2}$$ is the correct answer to “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”. This question is standard in competitive examination syllabi for Rcc Structures Design.
💡Key Conceptual Anchor:Rcc Structures Design
Question 7 of 40
★ PPSC SDO
★ FPSC AEE
★ 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
Correct Answer: Option C — 176 cm
Detailed Academic Explanation:
176 cm is the correct answer to “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”. This question is standard in competitive examination syllabi for Rcc Structures Design.
💡Key Conceptual Anchor:Rcc Structures Design
Question 8 of 40
★ PPSC SDO
★ FPSC AEE
★ PPSC SDO
★ FPSC AEE
A part of the slab may be considered as the flange of the T-beam if
Correct Answer: Option D — All the above
Detailed Academic Explanation:
All the above is the correct answer to “A part of the slab may be considered as the flange of the T-beam if”. This question is standard in competitive examination syllabi for Rcc Structures Design.
💡Key Conceptual Anchor:Rcc Structures Design
Question 9 of 40
★ PPSC SDO
★ FPSC AEE
★ 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
Correct Answer: Option B — $$\frac{{8{\text{hP}}}}{{{l^2}}}$$
Detailed Academic Explanation:
$$\frac{{8{\text{hP}}}}{{{l^2}}}$$ is the correct answer to “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”. This question is standard in competitive examination syllabi for Rcc Structures Design.
💡Key Conceptual Anchor:Rcc Structures Design
Question 10 of 40
★ PPSC SDO
★ FPSC AEE
★ PPSC SDO
★ FPSC AEE
Pick up the incorrect statement from the following: Tensile reinforcement bars of a rectangular beam
Correct Answer: Option C — Are bent down at suitable places to serve as shear reinforcement
Detailed Academic Explanation:
Are bent down at suitable places to serve as shear reinforcement is the correct answer to “Pick up the incorrect statement from the following: Tensile reinforcement bars of a rectangular beam”. This question is standard in competitive examination syllabi for Rcc Structures Design.
💡Key Conceptual Anchor:Rcc Structures Design
Question 11 of 40
★ PPSC SDO
★ FPSC AEE
★ PPSC SDO
★ FPSC AEE
According to the steel beam theory of doubly reinforced beams
Correct Answer: Option D — All the above
Detailed Academic Explanation:
All the above is the correct answer to “According to the steel beam theory of doubly reinforced beams”. This question is standard in competitive examination syllabi for Rcc Structures Design.
💡Key Conceptual Anchor:Rcc Structures Design
Question 12 of 40
★ PPSC SDO
★ FPSC AEE
★ 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
Correct Answer: Option D — All the above
Detailed Academic Explanation:
All the above is the correct answer to “The width of the flange of a T-beam, which may be considered to act effectively with the rib depends upon”. This question is standard in competitive examination syllabi for Rcc Structures Design.
💡Key Conceptual Anchor:Rcc Structures Design
Question 13 of 40
★ PPSC SDO
★ FPSC AEE
★ 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
Correct Answer: Option C — UDL of wall + load from the roof
Detailed Academic Explanation:
UDL of wall + load from the roof is the correct answer to “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”. This question is standard in competitive examination syllabi for Rcc Structures Design.
💡Key Conceptual Anchor:Rcc Structures Design
Question 14 of 40
★ PPSC SDO
★ FPSC AEE
★ PPSC SDO
★ FPSC AEE
The maximum area of tension reinforcement in beams shall not exceed
Correct Answer: Option C — 4%
Detailed Academic Explanation:
4% is the correct answer to “The maximum area of tension reinforcement in beams shall not exceed”. This question is standard in competitive examination syllabi for Rcc Structures Design.
💡Key Conceptual Anchor:Rcc Structures Design
Question 15 of 40
★ PPSC SDO
★ FPSC AEE
★ 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
Correct Answer: Option A — 8.3 kg/cm2
Detailed Academic Explanation:
8.3 kg/cm2 is the correct answer to “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”. This question is standard in competitive examination syllabi for Rcc Structures Design.
💡Key Conceptual Anchor:Rcc Structures Design
Question 16 of 40
★ PPSC SDO
★ FPSC AEE
★ PPSC SDO
★ FPSC AEE
Lapped splices in tensile reinforcement are generally not used for bars of size larger than
Correct Answer: Option D — 36 mm diameter
Detailed Academic Explanation:
36 mm diameter is the correct answer to “Lapped splices in tensile reinforcement are generally not used for bars of size larger than”. This question is standard in competitive examination syllabi for Rcc Structures Design.
💡Key Conceptual Anchor:Rcc Structures Design
Question 17 of 40
★ PPSC SDO
★ FPSC AEE
★ PPSC SDO
★ FPSC AEE
After pre-stressing process is completed, a loss of stress is due to
Correct Answer: Option D — All the above
Detailed Academic Explanation:
All the above is the correct answer to “After pre-stressing process is completed, a loss of stress is due to”. This question is standard in competitive examination syllabi for Rcc Structures Design.
💡Key Conceptual Anchor:Rcc Structures Design
Question 18 of 40
★ PPSC SDO
★ FPSC AEE
★ 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
Correct Answer: Option B — 10 cm
Detailed Academic Explanation:
10 cm is the correct answer to “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”. This question is standard in competitive examination syllabi for Rcc Structures Design.
💡Key Conceptual Anchor:Rcc Structures Design
Question 19 of 40
★ PPSC SDO
★ FPSC AEE
★ PPSC SDO
★ FPSC AEE
If the size of a column is reduced above the floor, the main bars of the columns, are
Correct Answer: Option D — All the above
Detailed Academic Explanation:
All the above is the correct answer to “If the size of a column is reduced above the floor, the main bars of the columns, are”. This question is standard in competitive examination syllabi for Rcc Structures Design.
💡Key Conceptual Anchor:Rcc Structures Design
Question 20 of 40
★ PPSC SDO
★ FPSC AEE
★ PPSC SDO
★ FPSC AEE
For initial estimate for a beam design, the width is assumed
Correct Answer: Option D — $${\frac{1}{{30}}^{{\text{th}}}}$$ of span
Detailed Academic Explanation:
$${\frac{1}{{30}}^{{\text{th}}}}$$ of span is the correct answer to “For initial estimate for a beam design, the width is assumed”. This question is standard in competitive examination syllabi for Rcc Structures Design.
💡Key Conceptual Anchor:Rcc Structures Design
Question 21 of 40
★ PPSC SDO
★ FPSC AEE
★ PPSC SDO
★ FPSC AEE
[A + (m - 1) A SC ] known as equivalent concrete area of R.C.C. is given by
Correct Answer: Option A — Modular ratio method
Detailed Academic Explanation:
Modular ratio method is the correct answer to “[A + (m - 1) A SC ] known as equivalent concrete area of R.C.C. is given by”. This question is standard in competitive examination syllabi for Rcc Structures Design.
💡Key Conceptual Anchor:Rcc Structures Design
Question 22 of 40
★ PPSC SDO
★ FPSC AEE
★ 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,
Correct Answer: Option B — Is unsafe in shear
Detailed Academic Explanation:
Is unsafe in shear is the correct answer to “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,”. This question is standard in competitive examination syllabi for Rcc Structures Design.
💡Key Conceptual Anchor:Rcc Structures Design
Question 23 of 40
★ PPSC SDO
★ FPSC AEE
★ PPSC SDO
★ FPSC AEE
The maximum diameter of a bar used in a ribbed slab, is
Correct Answer: Option D — 22 mm
Detailed Academic Explanation:
22 mm is the correct answer to “The maximum diameter of a bar used in a ribbed slab, is”. This question is standard in competitive examination syllabi for Rcc Structures Design.
💡Key Conceptual Anchor:Rcc Structures Design
Question 24 of 40
★ PPSC SDO
★ FPSC AEE
★ PPSC SDO
★ FPSC AEE
The advantage of a concrete pile over a timber pile, is
Correct Answer: Option D — All the above
Detailed Academic Explanation:
All the above is the correct answer to “The advantage of a concrete pile over a timber pile, is”. This question is standard in competitive examination syllabi for Rcc Structures Design.
💡Key Conceptual Anchor:Rcc Structures Design
Question 25 of 40
★ PPSC SDO
★ FPSC AEE
★ PPSC SDO
★ FPSC AEE
An R.C.C. roof slab is designed as a two way slab if
Correct Answer: Option B — The ratio of spans in two directions is less than 2
Detailed Academic Explanation:
The ratio of spans in two directions is less than 2 is the correct answer to “An R.C.C. roof slab is designed as a two way slab if”. This question is standard in competitive examination syllabi for Rcc Structures Design.
💡Key Conceptual Anchor:Rcc Structures Design
Question 26 of 40
★ PPSC SDO
★ FPSC AEE
★ PPSC SDO
★ FPSC AEE
The amount of reinforcement for main bars in a slab, is based upon
Correct Answer: Option B — Maximum bending moment
Detailed Academic Explanation:
Maximum bending moment is the correct answer to “The amount of reinforcement for main bars in a slab, is based upon”. This question is standard in competitive examination syllabi for Rcc Structures Design.
💡Key Conceptual Anchor:Rcc Structures Design
Question 27 of 40
★ PPSC SDO
★ FPSC AEE
★ PPSC SDO
★ FPSC AEE
The transverse reinforcements provided at right angles to the main reinforcement
Correct Answer: Option D — All the above
Detailed Academic Explanation:
All the above is the correct answer to “The transverse reinforcements provided at right angles to the main reinforcement”. This question is standard in competitive examination syllabi for Rcc Structures Design.
💡Key Conceptual Anchor:Rcc Structures Design
Question 28 of 40
★ PPSC SDO
★ FPSC AEE
★ 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
Correct Answer: Option C — 1.5
Detailed Academic Explanation:
1.5 is the correct answer to “If ‘W’ is weight of a retaining wall and ‘P’ is the horizontal earth pressure, the factor of safety against sliding, is”. This question is standard in competitive examination syllabi for Rcc Structures Design.
💡Key Conceptual Anchor:Rcc Structures Design
Question 29 of 40
★ PPSC SDO
★ FPSC AEE
★ 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:
$$\frac{{{{\text{p}}_1} + {{\text{p}}_2}}}{2} + \frac{{{{\text{p}}_1} - {{\text{p}}_2}}}{2}\cos\,2\theta $$ is the correct answer to “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:”. This question is standard in competitive examination syllabi for Rcc Structures Design.
💡Key Conceptual Anchor:Rcc Structures Design
Question 30 of 40
★ PPSC SDO
★ FPSC AEE
★ PPSC SDO
★ FPSC AEE
The width of the rib of a T-beam, is generally kept between
Correct Answer: Option D — $$\frac{1}{3}$$ to $$\frac{2}{3}$$ of rib depth
Detailed Academic Explanation:
$$\frac{1}{3}$$ to $$\frac{2}{3}$$ of rib depth is the correct answer to “The width of the rib of a T-beam, is generally kept between”. This question is standard in competitive examination syllabi for Rcc Structures Design.
💡Key Conceptual Anchor:Rcc Structures Design
Question 31 of 40
★ PPSC SDO
★ FPSC AEE
★ 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
Correct Answer: Option D — 0.7 H
Detailed Academic Explanation:
0.7 H is the correct answer to “If ‘H’ is the overall height of a retaining wall retaining a surcharge, the width of the base slab usually provided, is”. This question is standard in competitive examination syllabi for Rcc Structures Design.
💡Key Conceptual Anchor:Rcc Structures Design
Question 32 of 40
★ PPSC SDO
★ FPSC AEE
★ PPSC SDO
★ FPSC AEE
The thickness of base slab of a retaining wall generally provided, is
Correct Answer: Option D — Width of the stem at the bottom
Detailed Academic Explanation:
Width of the stem at the bottom is the correct answer to “The thickness of base slab of a retaining wall generally provided, is”. This question is standard in competitive examination syllabi for Rcc Structures Design.
💡Key Conceptual Anchor:Rcc Structures Design
Question 33 of 40
★ PPSC SDO
★ FPSC AEE
★ PPSC SDO
★ FPSC AEE
Bottom bars under the columns are extended into the interior of the footing slab to a distance greater than
Correct Answer: Option C — 42 diameters from the outer edge of the column
Detailed Academic Explanation:
42 diameters from the outer edge of the column is the correct answer to “Bottom bars under the columns are extended into the interior of the footing slab to a distance greater than”. This question is standard in competitive examination syllabi for Rcc Structures Design.
💡Key Conceptual Anchor:Rcc Structures Design
Question 34 of 40
★ PPSC SDO
★ FPSC AEE
★ 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:
Correct Answer: Option B — (C - 1) mf + eE
Detailed Academic Explanation:
(C - 1) mf + eE is the correct answer to “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:”. This question is standard in competitive examination syllabi for Rcc Structures Design.
💡Key Conceptual Anchor:Rcc Structures Design
Question 35 of 40
★ PPSC SDO
★ FPSC AEE
★ PPSC SDO
★ FPSC AEE
The percentage of minimum reinforcement of the gross sectional area in slabs, is
Correct Answer: Option C — 0.15%
Detailed Academic Explanation:
0.15% is the correct answer to “The percentage of minimum reinforcement of the gross sectional area in slabs, is”. This question is standard in competitive examination syllabi for Rcc Structures Design.
💡Key Conceptual Anchor:Rcc Structures Design
Question 36 of 40
★ PPSC SDO
★ FPSC AEE
★ 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
Correct Answer: Option C — $$\sqrt {{{\text{R}}^2} + {{\text{T}}^2}} $$
Detailed Academic Explanation:
$$\sqrt {{{\text{R}}^2} + {{\text{T}}^2}} $$ is the correct answer to “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”. This question is standard in competitive examination syllabi for Rcc Structures Design.
💡Key Conceptual Anchor:Rcc Structures Design
Question 37 of 40
★ PPSC SDO
★ FPSC AEE
★ 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
Correct Answer: Option C — $$\frac{{{\text{W}}{{\text{R}}^2}}}{{16}}$$
Detailed Academic Explanation:
$$\frac{{{\text{W}}{{\text{R}}^2}}}{{16}}$$ is the correct answer to “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”. This question is standard in competitive examination syllabi for Rcc Structures Design.
💡Key Conceptual Anchor:Rcc Structures Design
Question 38 of 40
★ PPSC SDO
★ FPSC AEE
★ 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
Correct Answer: Option C — 53.5
Detailed Academic Explanation:
53.5 is the correct answer to “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”. This question is standard in competitive examination syllabi for Rcc Structures Design.
💡Key Conceptual Anchor:Rcc Structures Design
Question 39 of 40
★ PPSC SDO
★ FPSC AEE
★ 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
Correct Answer: Option C — 0.9
Detailed Academic Explanation:
0.9 is the correct answer to “The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept”. This question is standard in competitive examination syllabi for Rcc Structures Design.
💡Key Conceptual Anchor:Rcc Structures Design
Question 40 of 40
★ PPSC SDO
★ FPSC AEE
★ PPSC SDO
★ FPSC AEE
An R.C.C. column is treated as short column if its slenderness ratio is less than
Correct Answer: Option D — 50
Detailed Academic Explanation:
50 is the correct answer to “An R.C.C. column is treated as short column if its slenderness ratio is less than”. This question is standard in competitive examination syllabi for Rcc Structures Design.
💡Key Conceptual Anchor:Rcc Structures Design
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Master the next curriculum module with 40 exam-standard MCQs.
In competitive commission exams (FPSC, PPSC, KPPSC, SPSC, CSS, PMS), questions are frequently phrased with distractor options designed to catch rote learners. Whenever you answer an MCQ, read the Detailed Academic Explanation and Conceptual Anchor to understand why the remaining options are incorrect.