Solved question paper for RCCD May-2022 (DIPLOMA 5th)

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Elements of RCC design May-2022

PSBTE • DIPLOMA • Cvil Engineering • 5th • May-2022

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.

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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.

Long Answer 25 Marks May-2022 • PSBTE DIPLOMA

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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.

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.

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.

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.

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.

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.

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.
Draw sectional plan and sectional elevation of a square column with an isolated footing of uniform thickness from the following data: Size of column: 450 mm × 450 mm; Depth below G.L.: 1.2 m; Plinth level: 300 mm above G.L.; Height of ceiling above plinth level: 3.5 m; Reinforcement details of column: main bars 4 - 25 mm dia, lateral ties 8 mm dia @ 300 mm c/c; Reinforcement details of footing: size of footing 2.2 m × 2.2 m, thickness of footing 300 mm, reinforcement 12 mm dia bars @ 150 mm c/c both ways. The main bars of the column are tied with the steel of 130 mm thick RCC slab. Also prepare bar bending schedule.

Long Answer 25 Marks May-2022 • PSBTE DIPLOMA

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May 2016 Draw to suitable scale sectional plan and sectional elevation of a square column with an isolated footing of uniform thickness from the following data: Size of column = 400x400mm; Depth below GL = 1.5m; Plinth level = 450mm above GL; Height of ceiling above plinth level = 3.2m; Column reinforcement: main bars = 4-25mm dia.; Lateral ties = 10mm dia. @250mm c/c; Size of footing = 2.5x2.5m; Thickness of footing = 400mm; Reinforcement in footing = 12mm dia. @ 250mm c/c both ways; Main bars of column are going into 120mm thick slab.

May 2009 Draw the sectional plan and elevation of a 450 × 450 mm sq. column from the following data: Longitudinal bars = 6 Nos. 20 mm dia; Transverse ties = 8 mm 6 @ 300 mm c/c; Base reinforcement = 12 mm 4 bars @ 150 mm c/c both ways; Footing = 1.2 m × 1.2 m; Thickness of footing at free end = 150 mm; Thickness of footing at column face = 250 mm; Concrete cover = 25 mm; Depth below GL = 1.2 m PTO.

Dec 2009 Draw the sectional plan and elevation of a square column from the following data: Longitudinal bars = 4 nos 25 mm; Transverse ties = 6 mm 250 c/c; Base reinforcement = 10 mm bars @ 150 mm c/c both ways; Footing = 1.2 m x 1.2 m. Assume thickness of footings at end and column face. Depth of footing below G.L. = 1.5 m.
Draw to a suitable scale cross-section of an end connection of a column with a beam from the following data: End column size: 400 mm × 400 mm; Main bars of column: 8 nos - 16 mm dia bars; Lateral ties: 8 mm dia @ 200 mm c/c (double ties); Beam size: 200 mm × 400 mm (including 120 mm thick slab); Main bars of beam: 5 - 20 mm dia (2 bars bent-up at l/7); Stirrups: 8 mm dia 2-legged stirrups @ 220 mm c/c; Anchor bars: 2 - 12 mm dia.

Long Answer 25 Marks May-2022 • PSBTE DIPLOMA

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May 2015 Draw to a suitable scale cross section of an end connection of two beams on both sides of column as per data given below: Columns: Size = 450mm×450mm; Main bars = 8-16 Ø bars; Lateral ties = 8mm Ø @ 250mm c/c (double ties). Beams: Size = 300mm×450mm (including 100 mm thick slab); Main bars = 5-16 mm Ø (2 bars are bent up at l/7 from centre of column); Stirrups = 8mm Ø 2 legged @250mm cc; Anchor bars = 2-12 mm Ø. Also show the cross section of the column.
Draw to a suitable scale sectional plan and sectioned elevation of a cantilever slab having an overhang of 1.5 m with following data: Main bars: 10 mm dia @ 145 mm c/c; Distribution steel: 8 mm dia @ 200 mm c/c; Thickness of slab at fixed end: 150 mm; Thickness of slab at free end: 100 mm; Thickness of wall: 300 mm; Length of slab: 3 m. Also prepare bar bending schedule.

Long Answer 25 Marks May-2022 • PSBTE DIPLOMA

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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.

Long Answer 25 Marks May-2022 • PSBTE DIPLOMA

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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.

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.

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.

Dec 2006 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.

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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.

Solved question paper for RCCD May-2022 (DIPLOMA 5th)

Elements of RCC design May-2022

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