Solved question paper for SSDR May-2010 (DIPLOMA 6th)
Solved Question Paper
Steel structures design and drawing May-2010
PSBTE • DIPLOMA • Cvil Engineering • 6th • May-2010
SSDR for Punjab State Board of Technical Education in Diploma in Engineering, Civil Engineering, 6th Semester helps students find subject-wise previous year question papers and old papers for exam preparation. This page is useful for revision, understanding the exam pattern, and seeing how questions are framed in Steel Structures Design and Drawing. It is intended to support year-wise and semester-wise paper search for students looking for practice before exams. BRpaper is not the official website of the university or board, and the papers here should be used as study support for preparation and revision.
Solved Questions
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Steel is an alloy of ____ and ____.Fill in the Blanks 1 Marks May-2010 • PSBTE DIPLOMA
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Diameter of rivet is determined from formula as ____.Fill in the Blanks 1 Marks May-2010 • PSBTE DIPLOMA
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May 2016 The size of rivet is specify by diameter of __________ of the rivet.
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Dec 2016 The size of rivet can be determined by the formula _______.
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Dec 2015 Diameter of rivet is determined from formula
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May 2008 Size of the rivet is determined from the formula ______.
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Rivets in double cover butt joint are in ____ shear.Fill in the Blanks 1 Marks May-2010 • PSBTE DIPLOMA
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May 2018 Rivets in double cover butt joints are in ____________ shear.
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Dec 2018 Rivets in double cover butt joint are in ______ shear.
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Dec 2017 Rivets in single cover butt joint are in ………………..shear.
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Effective throat thickness in fillet weld is ____.Fill in the Blanks 1 Marks May-2010 • PSBTE DIPLOMA
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Dec 2018 In welded joints, if size of weld is S, then the effective throat thickness is = ______.
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Dec 2016 The effective throat thickness for fillet weld is ________.
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May 2015 Fill in the blank: In welded joints, if size of weld is S, then the effective throat thickness is __________.
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Dec 2015 Effective throat thickness in fillet weld is
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Dec 2007 In welded joints, effective throat thickness = ____ × ____.
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The strength of fillet weld = ____.Fill in the Blanks 1 Marks May-2010 • PSBTE DIPLOMA
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Dec 2009 The strength of fillet weld = ________.
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Permissible stress in tie less than 20 mm thick is ____ N/mm².Fill in the Blanks 1 Marks May-2010 • PSBTE DIPLOMA
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Dec 2009 Permissible stress in tie for thickness less than 20 mm is ________ N/mm².
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A single unequal angle section gives more effective area when its leg is connected to a gusset plate.Fill in the Blanks 1 Marks May-2010 • PSBTE DIPLOMA
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May 2008 A single angle unequal section gives more effective area when its leg is connected to a gusset plate.
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Lateral bending of a compression member is known as ____.Fill in the Blanks 1 Marks May-2010 • PSBTE DIPLOMA
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The effective length of a column is ____ when one end is fixed and the other end is free.Fill in the Blanks 1 Marks May-2010 • PSBTE DIPLOMA
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Dec 2009 For a column having its both ends effectively held in position and restrained in direction, the effective length is ________ times.
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May 2008 For a column having its both ends effectively held in position and restrained in direction, the effective length is ______ times the actual length as per IS 800-1984.
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Bending stress at the neutral axis is ____.Fill in the Blanks 1 Marks May-2010 • PSBTE DIPLOMA
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May 2022 Bending stress at neutral axis is _________.
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May 2019 Zero bending stress occurs at __________ of beam.
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May 2018 Bending stress at the neutral axis is ____________.
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Dec 2007 In a beam, bending stress at the neutral axis is ____.
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Enlist various components of a plate girder.Short Answer 4 Marks May-2010 • PSBTE DIPLOMA
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Dec 2016 Enlist the various components of a plate girder.
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Explain what do you understand by a gusseted base for a steel column.Short Answer 4 Marks May-2010 • PSBTE DIPLOMA
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May 2017 Explain the function of column bases in steel structures.
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Define pitch and spacing of trusses.Short Answer 4 Marks May-2010 • PSBTE DIPLOMA
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How will you find the net area of 2 ISA connected on the same side of a gusset plate?Short Answer 4 Marks May-2010 • PSBTE DIPLOMA
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What do you understand by plug and slot welds?Short Answer 4 Marks May-2010 • PSBTE DIPLOMA
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May 2022 What are different types of welding processes?
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Dec 2015 What do you understand by plug and slot welds?
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State the assumptions in the theory of riveted joints.Short Answer 4 Marks May-2010 • PSBTE DIPLOMA
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May 2016 What are the assumptions in the theory of riveted connections?
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Dec 2009 State the assumptions in the theory of riveted joint.
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Dec 2008 State the assumptions in the theory of riveted joints.
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Two plates 12 mm and 10 mm thick are joined by a double riveted lap joint. 16 mm dia rivets are provided at a pitch of 50 mm. Take permissible stresses in rivets in shear and bearing as 90 MPa and 220 MPa respectively, and in plate tensile stress as 150 MPa. Determine the strength and efficiency of the joint.Long Answer 15 Marks May-2010 • PSBTE DIPLOMA
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Dec 2016 Two plates 12mm and 10mm thick are joined by a double riveted lap joint. The rivets are 16mm in diameter and are provided at a pitch of 50mm, take permissible stresses for rivet in shearing and bearing as 90Mpa and 270Mpa respectively. The permissible tensile stress in plates is equal to 150 Mpa. Determine strength and efficiency of the joint.
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Dec 2015 Two plates 12 mm and 10 mm thick are joined by a double riveted lap joint. 16 mm diameter rivets are provided at a pitch of 50 mm. Use PDSR rivets. Take permissible tensile stress in plate = 150 MPa. Determine strength and efficiency of the joint.
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May 2009 Calculate the efficiency and strength of a single riveted lap joint, when two plates of 12 mm and 16 mm thickness have been joined by single riveted lap joint as shown in figure. Take f_s = 94.5 MPa, f_t = 150 MPa, f_c = 212 MPa.
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An ISA 125 mm × 75 mm × 7 mm is required to carry a tensile load of 160 kN. It is connected to a gusset plate through longer leg by 18 mm dia rivets staggered in two rows at pitch of 50 mm and gauge of 50 mm. Select a suitable thickness of ISA. Take allowable tensile stress as 150 N/mm².Long Answer 15 Marks May-2010 • PSBTE DIPLOMA
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Design a suitable ISHB to carry a load of 400 kN. The column is 5 m long with both ends hinged. Assume safe compressive stress = 80 N/mm².Long Answer 15 Marks May-2010 • PSBTE DIPLOMA
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Dec 2018 Design a suitable ISHB to carry an axial load of 410 kN. The column is 5 m long and is effectively held in position at both ends, but not restrained against rotation. Assume the safe compressive stress = 80 MPa.
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A simply supported beam carries a UDL of 40 kN/m. Its effective span is 6.0 m and is laterally supported throughout. Design a suitable section. Take E = 2 × 10⁵ N/mm².Long Answer 15 Marks May-2010 • PSBTE DIPLOMA
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Draw the plan and front elevation of column base from the following data: Column ISHB 250 @ 500 N/m, cover plate = 10 mm, base plate = 700 × 600 × 20 mm, web cleat angles = 90 × 90 × 10 mm, flange cleat angles = 90 × 90 × 10 mm, holding down bolts = 18 mm dia - 4 Nos, dia of rivets = 16 mm, R.C.C. base = 900 (L) × 800 (W) × 500 (H) mm. Reinforcement in base slab = 12 mm dia @ 150 mm c/c both ways.Long Answer 25 Marks May-2010 • PSBTE DIPLOMA
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May 2022 Draw the plan and front elevation of column base from the following data: column = ISHB 250 @ 500.3 N/m; cover plate 10 mm thick; base plate 700 mm x 600 mm x 20 mm; web cleat angles = ISA 90 x 90 x 10 mm; flange cleat angles = ISA 90 x 90 x 10 mm; holding down bolts = 18 mm diameter - 4 rag bolts; diameter of rivets = 16 mm; RCC base slab = 900 x 800 x 500 mm; reinforcement in base slab 12 mm diameter @150 mm c/c both ways.
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Dec 2009 Draw the plan and front elevation of column base from the following data: Column = ISHB 250 @ 500 N/m; Cover plate = 10 mm thick; Base plate = 700 x 600 x 18 mm; Web cleat angle = ISA 100 x 100 x 10 mm; Flange cleat angle = ISA 100 x 100 x 10 mm; Holding down bolt = 18 mm dia, 4 raw bolts; Diameter of rivets = 18 mm; R.C.C. base slab = 1000 x 900 x 500 mm; Reinforcement of base slab = 12 mm dia @ 150 mm c/c both ways.
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Dec 2008 Draw the plan and front elevation of column base from the following data: column size and base details as given; flange cleat angles = ISA 90x90x10 mm; holding down bolts = 18 mm dia, 4 rag bolts; diameter of rivets = 16 mm.
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Draw the front and side elevations of an unstiffened seated connection of a beam with flange of a column from the following data: Column = ISHB 300 @ 576.8 N/m, dia. of rivets = 20 mm, beam = ISMB 225 @ 306.1 N/m, seat angle = 100 × 25 × 12 mm, top cleat angle = 90 × 90 × 8 mm.Long Answer 25 Marks May-2010 • PSBTE DIPLOMA
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May 2009 Draw the front and side elevation of a seated beam-to-beam connection with the following sizes of different members: Main beam ISMB 600 @ 1226 N/m (600 × 210), flange 12 mm and web thickness 20 mm; connecting beam ISMB 300 × 140 @ 442 N/m; web cleats 2-ISA 90 × 90 × 8 mm; seat angle ISA-single angle 90 × 90 × 8 mm; top and side cleat ISA 90 × 90 × 8 mm; use 18 mm diameter rivets.
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Dec 2009 Draw the front and side elevations of an unstiffened seated connection of a beam with flange of a column from the following data: Column = ISHB 300 @ 576.8 N/m; Beam = ISMB 225 @ 306.1 N/m; Seat angle = ISA 100 x 75 x 12 mm; Top cleat angle = ISA 90 x 90 x 8 mm; Diameter of rivets = 18 mm. Assume missing data suitably, if any.
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May 2008 Draw the front and side elevations of seated beam to beam connection from the following data: main beam ISMB 600 @ 1202.7 N/m; secondary beam ISMB 300 @ 433.6 N/m; seat angle = ISA 100 × 90 × 8 mm; top cleat angle = 90 × 90 × 8 mm ISA; diameter of rivet = 20 mm.
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May 2008 Draw front and side elevations of a column and two beams seated connection from the following data when two beams are connected to both the flanges of the column: Column = ISHB 300 @ 576.9 N/m; Beams = ISMB 225 @ 306.1 N/m; Seat angles = 2-ISA 100 × 75 × 12 mm; Top cleat angle = 2-ISA 90 × 90 × 8 mm; Dia of rivets = 20 mm.
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Draw the front elevation and x-section of a plate girder from the following data: Clear span = 8 m, web plate = 800 × 12 mm, depth over angles = 810 mm, flange angles = 2 ISA 50 × 80 × 8 mm, top and bottom cover plates = 200 mm × 12 mm, bearing plate = 200 mm × 250 mm × 15 mm, dia of rivets = 20 mm, pitch of rivets = 60 mm c/c.Long Answer 25 Marks May-2010 • PSBTE DIPLOMA
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May 2022 Draw to a suitable scale the sectional plan, front elevations and cross-section of a simple plate girder from the following given data: clear span = 10 m; web plate = 800 mm x 12 mm; bearing plate = 200 mm x 250 mm x 20 mm; 80 mm x 8 mm; depth over angles = 810 mm; flange angles = 2-ISA 80 mm x 200 mm x 12 mm; top and bottom cover = 200 mm x 12 mm; diameter of rivets = 20 mm; size of concrete block = 300 mm x 200 mm x 200 mm; expansion gap = 12 mm.
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Dec 2009 Draw the front elevation and section of a plate girder from the following data: Span of plate girder = 10 m; Web plate = 1250 x 8 mm; Flange angles = 2 ISA 150 x 115 x 8 mm; Bearing plate = 300 x 400 x 12 mm; Thickness of packing plate = 8 mm; End bearing stiffeners = ISA 90 x 115 x 8 mm; Intermediate stiffeners = ISA 100 x 75 x 8 mm @ 1000 mm c/c; Flange plate = 400 mm x 10 mm, 2 Nos. one at top and one at bottom.
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FAQ
Frequently Asked Questions
Answers about this subject, solved papers, and preparation.
01 Where can I find SSDR previous year question papers?
This page is meant to help students खोज subject-wise SSDR previous year question papers for PSBTE Diploma Civil Engineering 6th semester.
02 Is SSDR the same as Steel Structures Design and Drawing?
Yes, SSDR refers to Steel Structures Design and Drawing for Civil Engineering 6th semester.
03 Can I use old SSDR papers for revision?
Yes, old SSDR papers are useful for revision, practice, and understanding the question pattern used in exams.
04 Are these official PSBTE question papers?
No. BRpaper is not the official website of Punjab State Board of Technical Education. It only helps students find study material and previous year papers.
05 Do you provide solved SSDR papers?
This page is focused on previous year and old question papers. Solved papers may not be available for every year.