B.TechSemester 72022-23Design Of Steel StructuresKCE075
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Design Of Steel Structures (KCE075) - AKTU Question Paper 2022-23

B.Tech · Semester 7 · Free PDF Download

This is the official AKTU Design Of Steel Structures Previous Year Question Paper for B.Tech Semester 7, academic session 2022-23. Published by Dr. A.P.J. Abdul Kalam Technical University (AKTU/UPTU), Lucknow. Free PDF download — no login required.

Course:B.Tech
Semester:Semester 7
Session:2022-23
University:AKTU / UPTU

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Questions Asked in 2022-23

Design Of Steel Structures (KCE075) — complete question paper

Section AAttempt all questions in brief. 2 x 10 = 20
  • a
    Give the five name of types of steel structure
  • b
    How you will be calculate wind load?
  • c
    Draw pattern of riveted joint
  • d
    Write the assumptions of design of bearing type connections
  • e
    Which angle section are used in roof truss and why?
  • f
    How efficiency can be increased in a tension member?
  • g
    What assumptions made while designing a compression member?
  • h
    Define lattice column with neat sketch (i) What do you know about slender cross section? (j) Define rafter
Section BAttempt any three o f t h e f o l l o w i n g : 1 0 x 1 = 1 0
  • a
    A frame shown in fig. is loaded by a dead load of 5 kN/m, impo sed load of 15 kN/m and wind load of 10 kN/m. Calculate the greatest value of load for desig n of frame for the following conditions : (i) Imposed load + Dead load (ii) Wind load + Dead load
  • b
    Explain with neat sketches def ine types of butt weld . Also draw figure of typical fillet weld
  • c
    A single angle member carries a factored axial force of 400 kN . Design the member and the connections with a gusset plate and a lug angle. The yield strength and ultimate strength of the material is 250 MPa and 410 MPa, respectively
  • d
    Determine the design load on the column section ISMB450 @710.3 N/m, height of column to 4 mand it is pin-ended . Assume that fy = 250 N/mm2, fu = 410 N/mm2 , E= 2 X 105 N/mm2
  • e
    Explain with neat sketch reco mmended position of purlins
Section CAttempt any one part of the following: 10 x 1= 10
  • a
    Write short notes on the follow ing: (i) Notch toughness (ii) Fatigue strength (iii) Corrosion resistance
  • b
    A tension bar 100 mm x 10 mm is to carry a load of 150 kN. A specimen of the same quality of steel of cross sectio9nal area 800 mm 2 was tested in the workshop. The maximum load carried by the specimen was 400 kN . Find the ulti mate strength, factor of safety in the design and the gauge length
  • a
    Explain with neat sketch failure of bolted joint
  • b
    Design a bolted connection of a truss joint as shown in figure. Using M16 black bolts of 4.6 grade and steel having fu = 410 N/mm2 . Use 10 mm thick bolt
  • a
    Determine the block shear strength of the tension member as sho wn in fig. Use the steel of grade Fe 410
  • b
    Design a suitable single section to carry a factored tensile fo rce of 210 kN assuming
  • a
    single row of M20 bolts. The yield strength and ultimate stre ngth of the material is 200 MPa and 410 MParespectively . The lengthof the member is 3
  • a
    Find the expression for elastic buckling of slender compression member
  • b
    Find the design compressive st rength of two channels toe to to e. The column carries an axial factored load of 1500 kN. The effective height of the column is 10 m. Assume Fe415 grade steel
  • a
    Design a laterally supported si mply supported beam of 4 m span , l o a d e d f o r a concentrated load of 400 kN at mid span. The load is transferre d through base plates of 200 mm length to the supports . Design a check for deflectio n using ISMB 400 section which is available
  • b
    A simply supported beam of span 4.5 m consists of rolled steel section ISLB 450 @ 640 N/m. The compression flange is laterally unsupported. Deter mine the design strength of the beam

Question text is extracted from the official AKTU question paper PDF above. Hindi translations are omitted — every question is printed in English in the original paper. Last verified: 2026-08-23.

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