Solved question paper for RCD Dec-2015 (DIPLOMA 5th)

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Reinforced concrete design Dec-2015

PSBTE • DIPLOMA • Cvil Engineering • 5th • Dec-2015

RCD is the subject page for Punjab State Board of Technical Education Diploma in Engineering students of Civil Engineering, 5th semester. Here you can look for subject-wise previous year question papers for Reinforced Concrete Design to support revision, practice, and a better understanding of the exam pattern, repeated questions, and marking style. These old papers help students focus on important topics and prepare more confidently for semester exams. BRpaper is not the official website of Punjab State Board of Technical Education. It only helps students find previous year papers and exam preparation material for this subject in one place.

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Solved Questions

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Diagonal Cracks are also known as

Fill in the Blanks 1 Marks Dec-2015 • PSBTE DIPLOMA

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May 2017
Diagonal cracks are also known as …………..

Dec 2016 Diagonal cracks are also known as.................

Dec 2015 Diagonal Cracks are also known as
Ordinary Portland cement are available in ______ grades.

Fill in the Blanks 1 Marks Dec-2015 • PSBTE DIPLOMA

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Dec 2016 Ordinary Portland cement is available in ...................grades

Dec 2015 Ordinary Portland cement are available in ____ grades.
A beam is satisfactory when breadth is ______ of depth.

Fill in the Blanks 1 Marks Dec-2015 • PSBTE DIPLOMA

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Dec 2016 Beam is satisfactory when breadth is...............of depth

Dec 2015 A beam is satisfactory when breadth is ____ of depth.
All Columns shall be designed for a minimum eccentricity of ______.

Fill in the Blanks 1 Marks Dec-2015 • PSBTE DIPLOMA

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Dec 2015 All columns shall be designed for a minimum eccentricity of ____.

In two way slab bending takes place in ______ directions.

Fill in the Blanks 1 Marks Dec-2015 • PSBTE DIPLOMA

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Dec 2015 In two way slab bending takes place in ____ directions.
Two way slabs are provided if long span/short span ratio is ______.

Fill in the Blanks 1 Marks Dec-2015 • PSBTE DIPLOMA

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Dec 2015 Two way slabs are provided if long span/short span ratio is ____.
Continuous edges of two way slab resist ______ and permit ______.

Fill in the Blanks 1 Marks Dec-2015 • PSBTE DIPLOMA

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Dec 2015 Continuous edges of two way slab resist ____ and permit ____.
The min. area of reinforcement in a slab is ______ of cross-sectional area for mild steel.

Fill in the Blanks 1 Marks Dec-2015 • PSBTE DIPLOMA

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May 2022 The minimum area of reinforcement in a slab is _________ of cross-sectional area for Fe 415 steel.

May 2016 The minimum area of reinforcement in slab is.................. of cross sectional area of mild steel.

May 2015 The minimum area of reinforcement in a slab is …………. of cross-section area for HYSD steel.

May 2015 The minimum area of reinforcement in a slab is …………. of cross-sectional area for HYSD steel.

Dec 2015 The minimum area of reinforcement in a slab is ____ of cross-sectional area for mild steel.

By using deformed bars ______ can be improved.

Fill in the Blanks 1 Marks Dec-2015 • PSBTE DIPLOMA

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Dec 2015 By using deformed bars ____ can be improved.
Steel columns are generally termed as ______.

Fill in the Blanks 1 Marks Dec-2015 • PSBTE DIPLOMA

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Dec 2016 Steel columns are generally termed as.................

Dec 2015 Steel columns are generally termed as ____.
Concrete is strong in compression and tension.

True / False 1 Marks Dec-2015 • PSBTE DIPLOMA

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Dec 2015 Concrete is strong in compression and tension.
In RCC beams the position of neutral axis varies with amount of tensile steel.

True / False 1 Marks Dec-2015 • PSBTE DIPLOMA

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May 2015 In RCC beams, the position of neutral axis varies with…………….

May 2015 In RCC beams, the position of neutral axis varies with…………….

Dec 2015 In RCC beams the position of neutral axis varies with amount of tensile steel.

Buckling is more in short columns.

True / False 1 Marks Dec-2015 • PSBTE DIPLOMA

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Dec 2015 Buckling is more in short columns.
Main steel is provided along longer span in one way slab.

True / False 1 Marks Dec-2015 • PSBTE DIPLOMA

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Dec 2015 Main steel is provided along longer span in one way slab.
LSM is based upon linear stress distribution.

True / False 1 Marks Dec-2015 • PSBTE DIPLOMA

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Dec 2015 LSM is based upon linear stress distribution.
Explain stress strain curves for concrete and steel.

Short Answer 5 Marks Dec-2015 • PSBTE DIPLOMA

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May 2022 Explain the stress-strain curve for mild steel.

May 2020 Explain the stress strain curves for concrete and steel.

May 2019 Explain stress-strain curve for concrete in flexural compression.

Dec 2016 Explain stress strain curve for concrete and steel.

May 2015 Explain with a neat sketch, the design stress-strain curves for concrete.

May 2015 Explain with a neat sketch, the design stress-strain curves for concrete.

Dec 2015 Explain stress strain curves for concrete and steel.

Why minimum share reinforcement is provided?

Short Answer 5 Marks Dec-2015 • PSBTE DIPLOMA

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Dec 2015 Why minimum share reinforcement is provided?
Write short note on under reinforced and over reinforced concrete sections.

Short Answer 5 Marks Dec-2015 • PSBTE DIPLOMA

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May 2022 Write short notes on balanced section, under reinforced section and over reinforced section.

Dec 2016 Write short note on under reinforced and over reinforced sections

Dec 2015 Write short note on under reinforced and over reinforced concrete sections.
What is the necessity of providing the T beam?

Short Answer 5 Marks Dec-2015 • PSBTE DIPLOMA

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Dec 2016 What is the necessity of providing T –beam?

Dec 2015 What is the necessity of providing the T beam?
Explain the functions of distribution steel.

Short Answer 5 Marks Dec-2015 • PSBTE DIPLOMA

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Dec 2015 Explain the functions of distribution steel.

Enumerate the various methods of pre-stressing.

Short Answer 5 Marks Dec-2015 • PSBTE DIPLOMA

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Dec 2015 Enumerate the various methods of pre-stressing.
Give salient features of two way slab.

Short Answer 5 Marks Dec-2015 • PSBTE DIPLOMA

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Dec 2015 Give salient features of two way slab.
Write down the various end conditions for restrained two way slabs.

Short Answer 5 Marks Dec-2015 • PSBTE DIPLOMA

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Dec 2015 Write down the various end conditions for restrained two way slabs.
Write down assumptions in limit state of collapse in flexure.

Short Answer 5 Marks Dec-2015 • PSBTE DIPLOMA

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Dec 2019 What assumptions are made in limit state of collapse (flexure)?

Dec 2018
What are the assumptions made in Limit state of collapse in flexure?

May 2017
Write down the assumptions made in limit state of collapse in flexure.

May 2015 What are the assumptions in Limit State of Collapse in Flexure?

May 2015 What are the assumptions in Limit State of Collapse in Flexure?

Dec 2015 Write down assumptions in limit state of collapse in flexure.

Calculate the ultimate moment of resistance for a beam of size 250mm×550mm (overall). Tension reinforcement is 4-20 mm Φ. Assume M20 grade of concrete and Fe-250 steel. Effective cover to tension reinforcement is 20mm.

Long Answer 10 Marks Dec-2015 • PSBTE DIPLOMA

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May 2022 A doubly reinforced beam section is 300 mm x 500 mm overall. It is provided with 2-12 mm diameter as compression steel and 4-25 mm diameter as tensile steel. These reinforcements are provided at an effective cover of 40mm. determine the ultimate moment of resistance of beam section. Use M20 concrete and Fe 415 steel.

May 2022 Calculate ultimate moment of resistance for a beam of size 270 x 570 mm. tensile reinforcement is 4-20 mm dia. Effective cover to tension is 20 mm. Use M 20 grades of concrete and Fe 415 steel.

May 2020 Calculate the ultimate moment of resistance for a beam of size (270X570) mm. Tension reinforcement is 4-20 mm dia. Effective cover to tension is 20 mm. Use M20 grade of concrete and Fe415 grade of steel.

Dec 2019 A rectangular beam section is 250 mm wide and 450 mm deep to the centre of the tension steel. It is reinforced with 2 bars of 16 mm diameter as compression reinforcement at the top and 4 bars of 25 mm diameter as tensile steel. Using M20 grade of concrete and Fe 415 steel, calculate the ultimate moment of resistance of the beam section.

Dec 2018
Calculate ultimate moment of resistance for a beam of size 270 x 570 mm. Tension reinforcement is 4- 20mm dia. Effective cover to tension is 20 mm. Use M20 grades of concrete and Fe 415 steel.

May 2016 A doubly reinforced beam section is 250x 450mm overall. 2-10 mm diameter as compression steel and 4-20 mm diamete r as tensile steel. This reinforcement is provided at an effective cover of 40mm. Determine the ultimate moment of resistance of the beam section. Use M20 concrete and Fe 415 steel.

Dec 2016 Calculate the ultimate moment of resistance for a beam of size (270X570) mm. Tension reinforcement is 4-20 mm dia. Effective cover to tension is 20 mm. Use M20 grade of concrete and Fe415 grade of steel.

Dec 2015 Calculate the ultimate moment of resistance for a beam of size 250mm×550mm (overall). Tension reinforcement is 4-20 mm Φ. Assume M20 grade of concrete and Fe-250 steel. Effective cover to tension reinforcement is 20mm.
Design a short column to carry a factored load 900kN. If one side of the column is restricted to 250mm. Assume M20 grade of concrete and Fe-415 steel.

Long Answer 10 Marks Dec-2015 • PSBTE DIPLOMA

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May 2022 Design a short column to carry a factored load of 900 kN. If one side of the column is restricted to 250 mm. Use M 20 Grade of concrete and Fe 415 steel.

May 2022 Design a short column to carry a factored load of 900 KN. If one side of the column is restricted to 250 mm. Use M 20 concrete and Fe 415 steel.

May 2020 Design a short column to carry a factor load of 1250 kN, if one side of the column is 300 mm. Use M20 grade of concrete and Fe 415 grade of steel to find the number of 18 mm diameter bars.

May 2016 Design a short column to carry a factor load of 1000KN, if one side of the column is restricted to 250mm. Use M20 grade of concrete and Fe 415 grade of steel to find the number of 20mm diameter bars.

Dec 2016 Design a short column to carry a factored load of 1000 KN. If one side of the column is restricted to 250 mm. Use M20 grade of concrete and Fe415 grade of steel

Dec 2015 Design a short column to carry a factored load 900kN. If one side of the column is restricted to 250mm. Assume M20 grade of concrete and Fe-415 steel.
A beam 200mm × 200mm (effective) is required to resist a bending moment of 20kNm. Find the steel required if M20 grade of concrete and Fe-415 steel is used. Assume d' =40mm

Long Answer 10 Marks Dec-2015 • PSBTE DIPLOMA

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Dec 2018
A simply supported beam section 200 x 300 mm effective is required to resist a bending moment of 50 KNm. Find steel required, if M20 concrete and Fe 415 steel grade is used. Take d’ = 40mm.

May 2017
SECTION-C

Q.3 Attempt any THREE questions: 3x10=30

i. A beam 200mm x 200mm effective is required to resist a bending moment of 20kNm. Find steel required, if M20 concrete and Fe500 steel grade is used. Take d' = 40mm.

Dec 2015 A beam 200mm × 200mm (effective) is required to resist a bending moment of 20kNm. Find the steel required if M20 grade of concrete and Fe-415 steel is used. Assume d\' =40mm
Design a simply supported RCC one way slab to carry factored load of 16kN/m2 (including self weight). On an effective span of 3.5 m. Bearing on wall = 300mm. Assume M20 grade of concrete and Fe-415 steel. Assume any other missing data.

Long Answer 10 Marks Dec-2015 • PSBTE DIPLOMA

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May 2022 Design a simply supported RCC one way slab to carry a load of 16 kN/m2 (including self-weight) on a clear span of 4 m. Bearing on wall = 400mm. Use M20 grade of concrete and Fe 415 grade of steel. Assume any other missing data.

May 2022 Design a simply supported RCC one way slab to carry factored load of 16 KN/m 2 (including self weight) on an effective span of 3.5 m. The bearing on wall is 300 mm. Use M 20 grades of concrete and Fe 415 steel.

May 2020 Design a simply supported one-way slab carrying a factored load of 20 kN/m2 (including its self-weight) on a clear span of 3.5 m. Bearing on wall is 400 mm. Use M25 and Fe 415.

May 2017
Design a simply supported RCC slab to carry a factored load of 1500N/m2 inclusive of its self weight, on an effective span of 3.1m. Use M20 concrete and Fe415 steel. Assume any other missing data.

May 2016 Design a simply supported one- way slab carry a factored load of 15000 N/m2 including self weight on an clear span of 3m. Bearing on wall 400mm. Use M20 and Fe 415.

Dec 2016 Design a simply supported RCC one way slab to carry a load of 18 KN/m2 on an clear span of 4m bearing on wall is 400 mm. Use M20 grade of concrete and Fe415 grade of steel

Dec 2015 Design a simply supported RCC one way slab to carry factored load of 16kN/m2 (including self weight). On an effective span of 3.5 m. Bearing on wall = 300mm. Assume M20 grade of concrete and Fe-415 steel. Assume any other missing data.

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01 Where can I find RCD previous year question papers for Civil Engineering 5th semester?

This page is meant for finding subject-wise previous year question papers for RCD under PSBTE Diploma in Engineering Civil Engineering, 5th semester.

02 Does this page help with revision for Reinforced Concrete Design?

Yes, old RCD papers help students revise important topics, practice exam-style questions, and understand how questions are usually asked.

03 Are these papers useful for understanding the exam pattern?

Yes, previous year papers are helpful for spotting repeated questions, common units, and the general marking style used in semester exams.

04 Is BRpaper the official website of Punjab State Board of Technical Education?

No, BRpaper is not the official website of Punjab State Board of Technical Education. It only provides paper-finding and exam-preparation support.

05 Can I search by subject instead of only by full course?

Yes, this page is organized for subject-wise browsing so civil engineering students can look for RCD papers directly.

Solved question paper for RCD Dec-2015 (DIPLOMA 5th)

Reinforced concrete design Dec-2015

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