Solved question paper for SSDR Dec-2007 (DIPLOMA 6th)

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Steel structures design and drawing Dec-2007

PSBTE • DIPLOMA • Cvil Engineering • 6th • Dec-2007

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.

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Rivets are used for as a fastenings.

Fill in the Blanks Dec-2007 • PSBTE DIPLOMA

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Two main types of riveted joints are ____ and ____.

Fill in the Blanks Dec-2007 • PSBTE DIPLOMA

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Dec 2008 Two main types of riveted joints are ________ and ________.
In welded joints, effective throat thickness = ____ × ____.

Fill in the Blanks Dec-2007 • PSBTE DIPLOMA

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Dec 2018 In welded joints, if size of weld is S, then the effective throat thickness is = ______.

Dec 2016 The effective throat thickness for fillet weld is ________.

May 2015 Fill in the blank: In welded joints, if size of weld is S, then the effective throat thickness is __________.

Dec 2015 Effective throat thickness in fillet weld is

May 2010 Effective throat thickness in fillet weld is ____.
The side parallel fillet welds resist ____ stress.

Fill in the Blanks Dec-2007 • PSBTE DIPLOMA

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Strength of a tension member = ____ × ____.

Fill in the Blanks Dec-2007 • PSBTE DIPLOMA

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Eye bars are provided in ____ connected structures.

Fill in the Blanks Dec-2007 • PSBTE DIPLOMA

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In a column, equivalent length is also called ____ length.

Fill in the Blanks Dec-2007 • PSBTE DIPLOMA

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Load carried by a long column by Euler's formula, P = ____.

Fill in the Blanks Dec-2007 • PSBTE DIPLOMA

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May 2009 Load carried by a column by Rankine\'s formula, P = _____.

In a beam, bending stress at the neutral axis is ____.

Fill in the Blanks Dec-2007 • PSBTE DIPLOMA

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May 2022 Bending stress at neutral axis is _________.

May 2019 Zero bending stress occurs at __________ of beam.

May 2018 Bending stress at the neutral axis is ____________.

May 2010 Bending stress at the neutral axis is ____.
If a frame has less members than are necessary to keep it in equilibrium, it is called ____ frame.

Fill in the Blanks Dec-2007 • PSBTE DIPLOMA

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What do you mean by ISWB?

Short Answer Dec-2007 • PSBTE DIPLOMA

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What do you mean by ISHT?

Short Answer Dec-2007 • PSBTE DIPLOMA

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What do you mean by WSC?

Short Answer Dec-2007 • PSBTE DIPLOMA

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What do you mean by ISLB 200@195 N/m?

Short Answer Dec-2007 • PSBTE DIPLOMA

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What do you mean by ISA 100x75@151 N/m?

Short Answer Dec-2007 • PSBTE DIPLOMA

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Calculate the pitch of 20 mm diameter rivets, when these are riveted to join two plates of 12 mm thickness by means of double riveted double cover plate butt joint. Provided f = 150 N/mm², f_s = 94.5 N/mm² and 12 N/mm².

Long Answer 15 Marks Dec-2007 • PSBTE DIPLOMA

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May 2018 A double riveted cover butt joint is used for connecting two plates of 12 mm thickness. The diameter of the rivets is 22 mm. Calculate the necessary pitch and efficiency of the joint. Use PDSR. (τvf=100 N/mm2, σpf=300N/mm2.)

A plate of size 180 x 8 mm is to be welded with another plate of 230 x 10 mm by means of single end (transverse) fillet weld and two side parallel fillet welds on the smaller plate to develop full strength of the smaller plate in tension. Design suitable lengths of parallel fillet welds. Take tensile stress = 150 N/mm² in plate and weld and shear stress = 102 N/mm².

Long Answer 15 Marks Dec-2007 • PSBTE DIPLOMA

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Calculate the size of the steel plate of a tension member strong enough to carry an axial load of 120 kN. Assuming dia. of rivets as 20 mm and σ_t = 94.5 MPa, σ_c = 212 MPa and σ = 150 MPa.

Long Answer 15 Marks Dec-2007 • PSBTE DIPLOMA

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Design a single angle iron section to be used as a strut in a roof truss. The length of the strut is 1.75 m and subjected to axial compressive load of 1 x 10^? N. Assume compressive stress and check for the safety of the strut under given load.

Long Answer 15 Marks Dec-2007 • PSBTE DIPLOMA

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Calculate the safe load that a rolled steel joist ISMB 500 @ 869 N/m can carry, when the effective span of the beam is 6 m and load is uniformly distributed over the entire span. Provided allowable stress in bending is 165 N/mm².

Long Answer 15 Marks Dec-2007 • PSBTE DIPLOMA

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Draw in detail the front view of the joint of a steel truss for a pitched roof to a suitable scale showing the drainage arrangement with the following data: Principle rafter 2 Nos. ISA 55x55x6; Tie 2 Nos. ISA 50x50x6; M.S. Cutter - 110 c; Gusset plate 5 thick; Shoe - 2 Nos. ISA 75x75x8; Sole plate 15 thick; Rag bolt 15 dia long; template c.c 200x200x300; wall thickness 400 mm.

Long Answer 25 Marks Dec-2007 • PSBTE DIPLOMA

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May 2022 Draw in detail the front view of the joint of a steel truss for a pitched roof to a suitable scale showing there in the drainage arrangement with the following data: principal rafter = 2-ISA 55 x 55 x 6 mm; bottom chord = 2-ISA 50 mm x 50 mm x 6 mm; G.I. gutter = 110 mm diameter; down drain pipe = 100 mm diameter; gusset plate = 5 mm thick; shoe angles = 2-ISA 75 mm x 75 mm x 8 mm; bearing plate 15 mm thick; rag bolts = 15 mm diameter; cement concrete block = 200 x 200 x 300 mm; wall thickness = 400 mm; diameter of rivets = 20 mm. Assume any missing data.
Draw the top view and front view of a column base from the following data (slab base): ISHB 300x250x8 mm, Base plate 650x650x32 mm, Cover plate 300x12 mm, Web cleats ISA 100x100x12 mm, Flange cleat ISA 700x100x12 - 300 long, Base plate 32 TH, Rag bolt 15 dia - 200 long, foundation 2x2x0.6 m.

Long Answer 25 Marks Dec-2007 • PSBTE DIPLOMA

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May 2009 Draw the top view, front view and side view of a column with gusseted base from the following data: Base plate 750 × 750 × 25 mm; Column ISHB 300 × 250, flange 10.6 mm and web 7.6 mm thick; cleats ISA 150 × 150 × 10 mm; gusset plate 750 × 300 × 15 mm; holding down/foundation bolts 32 mm diameter, 300 mm long; use 20 mm 4 rivets.
Draw front view and side view of a framed connection of a beam with that of a flange of a column with the following data: Column ISHB 300x250 @ 588 N/mm flange thickness 10.6 mm; Beam ISLB 250x125 @ 27 a N/mm, flange thickness 8.2 mm and web thickness 8 mm; Cleat angles 2-ISA 90x90x8 mm; Use 20 mm dia rivets, both on web of the beam and flange of column.

Long Answer 25 Marks Dec-2007 • PSBTE DIPLOMA

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May 2022 Draw front view and side view of a framed connection of a beam with that of a flange of a column with the following data: column = ISHB 300 @ 576.8 N/m; beam = ISLB 250 @ 273.7 N/m; cleat angles 2-ISA 90 x 90 x 8 mm; use 20 mm diameter rivets both on web of the beam and flange of column. For ISHB 300 @ 576.8 N/m (used as main beam): width of flange b = 250 mm, thickness of flange = 10.6 mm, thickness of web = 7.6 mm; ISLB 250 @ 273.7 N/m (used as secondary beam): b = 125 mm, tw = 6.1 mm, tf = 8.2 mm.

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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.

Solved question paper for SSDR Dec-2007 (DIPLOMA 6th)

Steel structures design and drawing Dec-2007

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