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Download PTU B.Arch 2019 May 4th Sem BACH 409 Structure Design Iii Question Papers

Download PTU (I.K. Gujral Punjab Technical University) B-Arch (Bachelor of Architecture) 2019 May 4th Sem BACH 409 Structure Design Iii Previous Question Papers

This post was last modified on 03 April 2020

PTU B-Arch 2019 May Previous Question Papers


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Roll No.                                                                                                                                             Total No. of Pages : 02

Total No. of Questions : 10

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B. Arch. (2012 & Onwards) (Sem.-4)

STRUCTURE DESIGN - lII

Subject Code : BACH-409

M.Code : 71024

Time : 3 Hrs.                                                                                                                                             Max. Marks : 60

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INSTRUCTIONS TO CANDIDATES :

  1. Attempt SIX questions in ALL taking atleast ONE question from EACH UNIT.
  2. Missing data, if any may be assumed suitably.
  3. Use of IS 456-2000 is allowed.

UNIT-I

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  1. a) What is the necessity of providing shear reinforcement?                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            3
  2. b) A simply supported beam 250x400 mm effective depth is loaded with a u.d.l. of
    15 kN/m. The effective span of beam is 4.00 m. Design the shear reinforcement if the
    tension reinforcement is 4-22mm diameter-bars and concrete used is M-20 grade. Use
    plainmild steel bars for stirrups.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                &

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