Solved question paper for RCCD May-2007 (DIPLOMA 5th)
Solved Question Paper
Elements of RCC design May-2007
PSBTE • DIPLOMA • Cvil Engineering • 5th • May-2007
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 an over reinforced section, steel will attain its maximum permissible stress earlier.True / False May-2007 • PSBTE DIPLOMA
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Dec 2005 In an over reinforced section, concrete will attain its maximum permissible stress earlier.
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A doubly reinforced section of beam is recommended where the dimensions of the beam are restricted.True / False May-2007 • PSBTE DIPLOMA
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May 2006 A doubly reinforced section of beam is generally provided when the dimensions of the beam is not restricted.
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May 2006 A doubly reinforced section of beam is generally provided when the dimensions of the beam is not restricted.
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Two-way slab is recommended when ratio between its length and breadth is more than two.True / False May-2007 • PSBTE DIPLOMA
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May 2006 Two-way slab is recommended when ratio between its length and breadth is less than two.
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May 2006 Two-way slab is recommended when ratio between its length and breadth is less than two.
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For design of simply supported T-beam, the ratio of effective span to overall depth should not exceed 20.True / False May-2007 • PSBTE DIPLOMA
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Spacing of transverse reinforcement of column is generally governed by least lateral dimension of the column.True / False May-2007 • PSBTE DIPLOMA
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The object of distribution bars is to resistMCQ May-2007 • PSBTE DIPLOMA
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The maximum ratio of span to depth of a cantilever slab isMCQ May-2007 • PSBTE DIPLOMA
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May 2008 The maximum value of span/depth ratio for cantilever beam is not allowed to exceed 10.
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May 2006 The maximum value of span/depth ratio for cantilever beam is not allowed to exceed 10.
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Tensile reinforcement in beams shall not exceed %MCQ May-2007 • PSBTE DIPLOMA
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T-beams consist of slab and beams constructedMCQ May-2007 • PSBTE DIPLOMA
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A column is a compression member, the effective length of which exceeds times the least reading of gyrationMCQ May-2007 • PSBTE DIPLOMA
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What are the essential properties, which a reinforcing material should possess?Short Answer May-2007 • PSBTE DIPLOMA
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May 2010 What are the essential properties which a reinforcing material should possess?
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What do you understand by balanced section and unbalanced section? What are under reinforced and over-reinforced RCC beams?Long Answer May-2007 • PSBTE DIPLOMA
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May 2008 What do you understand by a balanced, under reinforced and over-reinforced section?
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What is the necessity of providing doubly reinforced beam?Short Answer May-2007 • PSBTE DIPLOMA
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May 2016 What is doubly-reinforced beam? Write down conditions under which these are used.
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May 2015 Why doubly reinforced beams are preferred than singly reinforced beams?
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Dec 2009 What is the significance of doubly reinforced beams? Discuss in which situations these are provided.
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May 2008 What is a doubly reinforced beam? State the conditions under which doubly reinforced sections are used.
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May 2001 What are doubly reinforced beams? What is the significance of their use?
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When shear reinforcement is provided in RCC beams and what are the common methods of providing shear reinforcement.Short Answer May-2007 • PSBTE DIPLOMA
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May 2016 What is the necessity of providing shear reinforcement? And explain various types of shear reinforcement used.
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May 2010 What is the purpose of providing shear reinforcement in beams?
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May 2009 What are the various types of shear reinforcement used? Explain briefly.
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Dec 2009 What is the purpose of providing shear reinforcement in beams?
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May 2008 What is the necessity of providing shear reinforcement? Differentiate between twisted bars and plain bars.
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Dec 2001 Why is shear reinforcement provided? Give different arrangements used.
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Give ISI recommendation for pitch of lateral ties as well as spiral reinforcement.Short Answer May-2007 • PSBTE DIPLOMA
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A reinforced concrete beam 300 mm wide is to be reinforced with tensile steel only. The beam is subjected to a total bending moment of 40 kNm. Find the effective depth of the beam and area of steel reinforcement required. Use M15 concrete mix.Long Answer May-2007 • PSBTE DIPLOMA
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A doubly reinforced RCC beam 250 mm x 600 mm deep has to resist an external bending moment of 100 kNm. Find the amount of tensile and compression steel required if the effective cover on both sides is 40 mm. Take o_st = 5 N/mm2, o_sc = 140 N/mm2 and m = 19.Long Answer May-2007 • PSBTE DIPLOMA
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Design a column 10 m long to carry an axial load of 500 kN. The column is restrained at both of its ends. Use M15 concrete mix and mild steel reinforcement.Long Answer May-2007 • PSBTE DIPLOMA
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Dec 2008 Design a column 12 m long to carry an axial load of 400 kN. Use M20 concrete and mild steel reinforcement. Assume that the column is restrained at the ends.
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Dec 2008 Design a column 12 m long to carry an axial load of 400 kN. Use M20 concrete and mild steel reinforcement. Assume that the column is restrained at the ends.
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What do you understand by: limit state of collapse, limit state of serviceability, characteristic strength of materials, characteristic load, and factored loads?Long Answer May-2007 • PSBTE DIPLOMA
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Discuss the various philosophies (methods) for the design of reinforced concrete structures.Long Answer May-2007 • PSBTE DIPLOMA
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May 2016 State different methods of design of reinforced concrete members?
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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.Long Answer May-2007 • 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 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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Dec 2006 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.
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Draw the cross-section and longitudinal section of a T-beam continuous slab having 2 spans of 5.00 m each (effective). Beam is supported on a column 300 x 300 mm. The detail of column reinforcement is not to be shown. Other details are as under: Beam width = 300 mm; overall depth = 500 mm; tension bars = 5 nos. 18 mm dia bars with 2 bars bent up; compression bars = 2 nos. 16 mm dia; stirrups = 6 mm dia @ 150 c/c near supports upto a distance of 1 m and 200 c/c in the middle; slab thickness = 150 mm; main bars = 12 mm dia @ 150 c/c with alternate bars bent up; distribution bars = 10 mm dia @ 250 c/c.Long Answer May-2007 • PSBTE DIPLOMA
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Dec 2009 Draw the x-section and L-section of a T-beam with continuous slab having 3 spans of 3.0 m each c/c from the following data: Hall size 9.0 m x 5.0 m; spacing of beam 3.0 m c/c; Beam depth without slab = 450 mm; Width of beams = 300 mm; slab thickness = 150 mm; Reinforcement details: SLAB: Main bars 12 mm @ 150 mm c/c alternate bars bent; Distribution bars: 8 mm @ 200 mm c/c. Beams: Main bars 20 mm, 8 nos in all; Hanger bars 12 mm, 2 nos; Stirrups 8 mm @ 200 c/c; Clear cover = 25 mm.
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Dec 2008 Draw the cross-section and longitudinal section of a continuous slab having three spans with the following data: hall size 7.3 m × 5.0 m; effective span 7.5 m; 2 beams spaced 2.5 m c/c; depth of beams without slab 300 mm; width of beams 200 mm; thickness of slab 150 mm. Detail of reinforcement: for slab, main bars 12 mm diameter @ 200 c/c with alternate bars bent up at 1/7 distance from support; distribution bars 10 mm diameter @ 200 c/c; for beams, main bars 16 mm diameter, 4 bars with 2 bars bent up; hanger bars 12 mm diameter, 2 Nos.; stirrups 6 mm diameter @ 200 c/c; clear cover 25 mm.
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Draw the plan and section of a column, 300 mm diameter with depth of foundation as 250 mm and base 900 mm square. Column face footing thickness is 250 mm and at per end, the thickness is 150 mm. The detail of reinforcement is as under: column reinforcement = 8 nos. 12 mm dia extended upto 200 mm on all sides of footing; lateral ties: 6 mm dia @ 300 c/c; footing reinforcement = 10 mm dia bars @ 200 c/c both ways.Long Answer May-2007 • PSBTE DIPLOMA
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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.