Solved question paper for RCCD Dec-2006 (DIPLOMA 5th)
Solved Question Paper
Elements of RCC design Dec-2006
PSBTE • DIPLOMA • Cvil Engineering • 5th • Dec-2006
RCCD is the Punjab State Board of Technical Education Diploma in Engineering Civil Engineering 5th semester subject page for Elements of RCC Design. Students can find subject-wise previous year question papers and old papers to revise key concepts, practice exam-style questions, and understand the paper pattern used in earlier exams. This can help in spotting repeated topics and preparing more confidently for the semester test. BRpaper is not the official website of the Punjab State Board of Technical Education or any board or institution. It only helps students search and access exam preparation material related to this subject.
Solved Questions
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In limit state method lever arm for singly reinforced beam is ______.Fill in the Blanks 1 Marks Dec-2006 • PSBTE DIPLOMA
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Value of Xu max for Fe415 = ______.Fill in the Blanks 1 Marks Dec-2006 • PSBTE DIPLOMA
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For limit state of collapse method compressive force for singly reinforced beam is ______.Fill in the Blanks 1 Marks Dec-2006 • PSBTE DIPLOMA
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For under reinforced section Xu < ______.Fill in the Blanks 1 Marks Dec-2006 • PSBTE DIPLOMA
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May 2016 For under-reinforced section: xu ______ xumax.
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The circular column with helical reinforcement shall be reinforced with at least ______ number of bars.Fill in the Blanks 1 Marks Dec-2006 • PSBTE DIPLOMA
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May 2009 The circular column with helical reinforcement shall be reinforced with at least ______ number longitudinal bars.
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May 2006 The circular column having helical binders must have at least __________ bars of longitudinal reinforcement.
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May 2006 The circular column having helical binders must have at least ______ bars of longitudinal reinforcement.
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The weight of R.C.C. is ______.Fill in the Blanks 1 Marks Dec-2006 • PSBTE DIPLOMA
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May 2015 Unit weight of R.C.C is _____.
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May 2009 The weight of R.C.C. shall be taken as ______
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May 2008 The weight of R.C.C. is _________.
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Dec 2008 The weight of R.C.C. shall be taken as _______.
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May 2006 The weight of R.C.C. is _____.
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The load due to ______.Fill in the Blanks 1 Marks Dec-2006 • PSBTE DIPLOMA
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Diagonal tension failure occurs where S.F is large in relation to ______.Fill in the Blanks 1 Marks Dec-2006 • PSBTE DIPLOMA
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Shear taken by bent up bars is limited to ______.Fill in the Blanks 1 Marks Dec-2006 • PSBTE DIPLOMA
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Dec 2016 Shear taken by bent-up bars is limited to _________.
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May 2008 Shear taken up by bent up bars is limited to _________.
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May 2006 Shear taken up by bent up bars is limited to _____.
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When the length of slab is more than twice its width, it is said to be ______ slab.Fill in the Blanks 1 Marks Dec-2006 • PSBTE DIPLOMA
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What are the recommendations of I.S. 456-2000 regarding longitudinal reinforcement in column?Short Answer 4 Marks Dec-2006 • PSBTE DIPLOMA
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Explain under reinforced and over reinforced R.C.C. singly beam with sketches.Short Answer 4 Marks Dec-2006 • PSBTE DIPLOMA
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May 2008 Explain under reinforced and over reinforced R.C.C. singly beam with sketches.
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May 2006 Explain under reinforced and over reinforced R.C.C. singly beam with sketches.
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Draw stress-strain diagram for R.C.C. beam by limit state method.Short Answer 4 Marks Dec-2006 • PSBTE DIPLOMA
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State the conditions under which doubly reinforced beams are provided.Short Answer 4 Marks Dec-2006 • PSBTE DIPLOMA
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Dec 2016 Write down the conditions under which doubly reinforced beams are provided.
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May 2010 State the conditions under which doubly reinforced beams are provided.
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Give the comparison between long and short column.Short Answer 4 Marks Dec-2006 • PSBTE DIPLOMA
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May 2008 Give the comparison between long and short column.
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May 2007 Differentiate between long and short columns.
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May 2006 Give the comparison between long and short column.
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May 2006 Differentiate between long and short columns.
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May 2006 Differentiate between long and short columns.
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Give the comparison of limit state method and working stress method of design.Short Answer 4 Marks Dec-2006 • PSBTE DIPLOMA
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May 2009 Give the comparison between limit state method and working stress method.
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May 2008 Give the comparison of limit state method and working stress method of design.
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May 2006 Give the comparison of limit state method and working stress method of design.
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The cross-section of singly reinforced concrete beam is 300 mm wide and 400 mm deep to the centre of tensile reinforcement, which consists of 4 bars of 16 mm diameter. If the stresses in concrete and steel are not to exceed 5 N/mm² and 140 N/mm² respectively determine the moment of resistance of beam.Long Answer 15 Marks Dec-2006 • PSBTE DIPLOMA
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May 2009 An R.C.C. beam 300 mm wide and 500 mm effective depth is reinforced with 4 bars of 16 mm diameter. Find the moment of resistance if the stresses in steel and concrete are not to exceed 230 N/mm² and 5 N/mm² respectively.
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A beam of reinforced concrete is 250 mm wide and 400 mm deep up to centre of tensile steel. It is reinforced with four bars of 16 mm dia on compressive steel at an effective cover of 50 mm and with four bars of 20 mm dia as tensile steel. If M15 concrete mix and M.S. reinforcement is used, find the M.O.R. of section. Take m = 18.67.Long Answer 15 Marks Dec-2006 • PSBTE DIPLOMA
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A short column 400 mm x 400 mm is reinforced with 4 bars 20 mm in dia. Find the ultimate load carrying capacity of column if the minimum eccentricity is less than 0.05 times the lateral dimension. The materials are M20 grade concrete and HYSD reinforcement of grade Fe415.Long Answer 15 Marks Dec-2006 • PSBTE DIPLOMA
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May 2008 A short column 400 mm x 400 mm is reinforced with 4-25 mm bars. Find the ultimate load carrying capacity of the column if the minimum eccentricity is less than 0.05 times the lateral dimensions. The materials are M20 grade concrete and HYSD steel of grade Fe415 used.
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May 2006 A short column 400 x 400 mm is reinforced with 4-25 mm bars. Find the ultimate load carrying capacity of the column if the minimum eccentricity is less than 0.05 times the lateral dimensions. The materials are M20 grade concrete and HYSD steel of grade Fe415 used.
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A T-beam has a flange width of 1200 mm and flange thickness being 100 mm. Steel reinforcement of area 1272 mm² is placed at an effective depth of 400 mm. If the stresses in concrete and steel shall not exceed 5 N/mm² and 230 N/mm² respectively, find moment of resistance of beam.Long Answer 15 Marks Dec-2006 • PSBTE DIPLOMA
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What is pre-stressed concrete? Explain the different methods commonly adopted for pre-stressing.Long Answer 15 Marks Dec-2006 • PSBTE DIPLOMA
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May 2010 What is prestressed concrete?
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Dec 2009 What is pre-stressed concrete? Give its importance in modern construction.
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May 2008 What is pre-stressed concrete? What is its principle? What are the materials used in pre-stressing?
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May 2001 What is pre-stressed concrete? Give its brief introduction.
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May 1998 What do you understand by Prestressed concrete? Explain its comment.
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Draw L-section, a cross-section near the support and a cross-section at the mid span of a simply supported doubly reinforced beam from the following data: Size of beam = 300 mm x 450 mm; clear span = 4.5 m; bearing on wall = 200 mm; thickness of wall = 300 mm; main reinforcement: tensile 3 bars 20 mm, one bar bent up at 1/5 span, compressive 2 bars 16 mm; stirrups 8 mm, 2-legged @ 200 mm c/c. Also prepare the bar bending schedule.Long Answer 25 Marks Dec-2006 • PSBTE DIPLOMA
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May 2022 Draw longitudinal section and cross section of simply supported doubly reinforced beam having clear span: 3.5 m; Size of beam: 250 × 490; Wall thickness: 400 mm; Bearing on wall: 300 mm; Tensile reinforcement: 4 nos 22 mm; Compression reinforcement: 4 nos 20 mm; Shear stirrups: 8 mm 2-legged @ 250 mm c/c; Tension reinforcement cover: 40 mm; Compression reinforcement cover: 30 mm. Also prepare bar bending schedule.
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Dec 2016 Draw to a suitable scale a detailed sectional elevation (L-section), two cross-sections (one near the support and other at mid-span) of a simply supported doubly reinforced beam from the following data: Size of the beam = 300 mm X 460 mm; Clear span = 4.8 m; Bearing on walls = 400 mm; Tension reinforcement = 3 - 20 mm φ (One bar is bent-up at l/7 from the centre of support); Compression reinforcement = 2 - 12 mm φ bars; Shear stirrups = 8 mm φ 2-legged @ 200 mm c/c throughout. Also prepare the Bar Bending Schedule using HYSD reinforcement.
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May 2008 Draw the section and two sections near support and mid span of a doubly reinforced beam from the following data: size of beam = 300 x 500 mm; clear span = 4.5 m; wall thickness = 300 mm; bearing = 200 mm; main tensile reinforcement = 3 bars of 20 mm dia with one bar bent up at 1/5; compressive reinforcement = 2 bars of 16 mm dia; stirrups = 8 mm dia, 2-legged @ 200 mm c/c throughout length. Also prepare bar bending schedule of steel.
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May 2006 Draw the L-section and two x-sections, near support and mid span of a doubly reinforced beam from the following data: size of beam 300 x 500 mm; clear span 4.5 m; wall thickness 300 mm; bearing 200 mm; main tensile reinforcement 3 bars of 20 mm dia with one bar bent up at I/S; compressive reinforcement 2 bars of 16 mm dia; stirrups 8 mm dia 2-legged @ 200 mm c/c throughout length. Also prepare bar bending schedule of steel.
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Draw to a suitable scale sectional plan and sectional elevation of a circular column with the following data: Dia of circular column = 500 mm; depth below G.L. = 1.0 m; plinth level = 0.40 m; height of column above plinth = 3.8 m; column reinforcement: longitudinal steel 6 No. 22 mm; lateral ties 8 mm @ 300 mm c/c; footing: size of footing at base 3 m x 3 m; size of footing at top 600 mm x 600 mm; thickness of footing at free end = 300 mm, at column face = 700 mm; reinforcement 12 mm @ 200 mm c/c both ways.Long Answer 25 Marks Dec-2006 • PSBTE DIPLOMA
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Dec 2016 Draw to a suitable scale sectional plan and sectional elevation of a circular column from the following data: Diameter of the column = 500 mm; Depth below ground level = 1.0 m; Plinth level above the ground level = 400 mm; Height of the column above plinth upto ceiling = 3.60 m; Longitudinal main bars = 6 - 25 mm φ; Circular lateral ties = 8 mm φ @ 250 mm c/c; Size of footing = 2.5 m X 2.5 m; Thickness of footing at free end = 300 mm; Thickness of footing at column face = 800 mm; Reinforcement in footing = 12 mm φ @ 240 mm c/c both ways. All reinforcement used is of HYSD bars. Also prepare the Bar Bending schedule.
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May 2008 Draw to a suitable scale sectional plan and sectional elevation of a circular column with the following data: diameter of column = 500 mm; depth below G.L. = 1500 mm; plinth level above G.L. = 450 mm; height of column = 3500 mm; vertical bars in column = 6 nos. 22 mm dia; lateral ties = 8 mm @ 300 c/c; size of footing = 3.0 m x 3.0 m; size of footing at top = 600 mm x 600 mm; thickness of footing at column face = 700 mm; reinforcement in footing = 12 mm @ 200 mm c/c both ways.
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May 2006 Draw to a suitable scale sectional plan and sectional elevation of a circular column with the following data: diameter of column 500 mm; depth below G.L. 1500 mm; plinth level above G.L. 450 mm; height of column 3500 mm; vertical bars in column 6 No. 22 mm dia; lateral ties 8 mm dia @ 300 c/c; size of footing 3.0 m x 3.0 m; size of footing at top 600 mm x 600 mm; thickness of footing at col. face 700 mm; reinforcement in footing 12 mm dia @ 200 mm c/c both ways.
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Draw sectional plan and sectional elevation of a simply supported one-way slab with the following data: size of room 3.5 m x 7.5 m; thickness of slab = 150 mm; wall thickness = 300 mm; bearing on wall = 200 mm; reinforcement: main bars 12 mm @ 150 mm c/c, alternate bars bent up at 1/7 span; distribution steel 8 mm bars @ 200 mm c/c.Long Answer 25 Marks Dec-2006 • PSBTE DIPLOMA
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May 2022 Draw to a suitable sectional plan and sectional elevation of simply supported one-way slab with the following data: Room size: 3 m × 6 m; Thickness of slab: 150 mm; Bearing on walls: 150 mm; Wall thickness: 300 mm; Distribution steel: 10 mm dia bars @ 200 mm c/c; Main bars: 12 mm dia bars @ 150 mm c/c with alternate bars bent-up at 0.45 m from centre of bearing. Also prepare bar bending schedule.
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May 2016 Draw to suitable scale sectional plan and sectional elevation of a simply supported one way slab with the following data: Size of room = 3x6m; Thickness of slab = 150mm; Bearing on walls = 200mm; Wall thickness = 300mm; Reinforcement: Main bars = 12mm dia. bars @ 150mm c/c with alternate bars bent up at 0.45m from centre of bearing; Distribution steel = 10mm dia. bars @ 200mm c/c.
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Dec 2016 Draw sectional plan and sectional elevation of a simply supported one way slab with the following data: Size of the room = 3.5 m X 7.5 m; Thickness of slab = 150 mm; Bearing on wall = 300 mm; Thickness of wall = 500 mm; Main bars = 12 mm φ @ 150 mm c/c (with alternative bars bent-up); Distribution bars = 10 mm φ bars at 200 mm c/c. Also prepare the Bar Bending Schedule and the steel used is HYSD bars.
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May 2015 Draw sectional plan and sectional elevation of simply supported one way slab with the following data: Size of room = 4×6.5m; Thickness of slab = 150mm; Bearing of wall = 230mm; Thickness of wall = 450mm; Reinforcement: Main bars = 10mm Ø bars at 100mm c/c; Distribution steel = 10mm Ø bars at 260mm c/c. Use HYSD steel.
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May 2008 Draw the sectional plan and sectional elevation of one way slab from the following data: size of room = 3.5 m x 7.5 m; thickness of slab = 150 mm; wall thickness = 300 mm; bearing on walls = 200 mm; main reinforcement = 12 mm @ 150 mm c/c with alternate bar bent at 60 cm from support; distribution reinforcement = 8 mm @ 200 mm c/c; cover to reinforcement = 13 mm.
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May 2007 Draw the plan and sectional elevation of a simply supported one way slab with the following data: room size = 3.5 x 8.0 m; thickness of slab = 150 mm; bearing over wall = 100 mm; wall thickness = 200 mm; main reinforcement = 12 mm dia bars @ 250 mm c/c with alternate bars bent up; distribution reinforcement = 8 mm dia bars @ 200 mm c/c; concrete cover = 20 mm.
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May 2006 Draw the sectional plan and sectional elevation of one way slab from the following data: size of room 3.5 m x 7.5 m; thickness of slab 150 mm; wall thickness 300 mm; bearing on walls 200 mm; main reinforcement 12 mm @ 150 mm c/c with alternate bar bent at 60 cm from support; distribution reinforcement 8 mm @ 200 mm c/c; cover to reinforcement 13 mm.
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FAQ
Frequently Asked Questions
Answers about this subject, solved papers, and preparation.
01 What is RCCD in Diploma Civil Engineering?
RCCD stands for Elements of RCC Design, a 5th semester subject in Diploma in Engineering Civil Engineering under PSBTE.
02 Can I find subject-wise previous year papers for RCCD here?
Yes, this page is meant to help students look for RCCD subject-wise previous year question papers and old papers.
03 How do RCCD old papers help in exam preparation?
They help students understand the question style, revise important topics, and notice repeated areas from earlier exams.
04 Are these RCCD papers official PSBTE documents?
No. BRpaper is not the official website of PSBTE or any board. It only provides exam preparation and paper-finding support.
05 Are solved papers available for RCCD?
This page is focused on previous year and old question papers. If solved or answer-based material is available, it depends on the listed content on the site.