III B.Tech I Semester Supplementary Examinations, November 2005 STRUCTURAL ENGINEERING-II(STEEL) (1999 BATCH) (Civil Engineering) Time: 3 hours Max Marks: 80 Answer any FIVE Questions All Questions carry equal marks ????? 1. (a) Explain, with neat sketches, the different failures of a riveted joint
(b) An angle ion ISA 7S*75*6mm is connected to a gusset plate of thickness 10mm and has to carry a direct load of 50kN. Design the joint using hand driven field rivets. [8+8]
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2. A beam ISLB 350, 8m span, carries a total uniformly distributed load of 250kN. It is supported on the flange of a column ISHB 200@40kg/m. Design an unstiffered welded seat connection. [16] 3. Design a gusseted base for a column consisting of ISHB 250@ 64.96kg/m and two cover plates 300*25mm2 and carrying an axial load of 2340kN. The permissible bearing pressure on concrete pedestal is 4N/mm2 . Draw the details. [16]
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4. Design a simply supported compound beam of span 6m to carry a udl of 45kN/m over its full span. The section available is ISMB 400. Provide flange plates, cover plates only at the top. Do all the necessary checks. Also, design the connection. [16] 5. (a) Write short notes on curtailment of plates.
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(b) A plate girder consists of a web plate 100*10mm, flange angles 4ISA 100*100*12, inner cover plates 300*10mm one on each side and outer cover plates 300*12mm one on each side. Design a web splice at a section where M= 1500kN.m, v = 100kN and Ixx = 6.35*109 mm4 for the complete section. [4+12] 6. (a) Design a tension member using a channel section to carry an axial tension of 200kN.
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(b) A column ISHB 300@ 588 N/m is to support a load of 600kN. The column section is to be spliced at a height of 2.5m. Design the spliceplate. [8+8]
7. (a) Explain the function of sag rods in roof trusses. (b) Design an unequal angle section to act as a tie member, 1.56m long, in a roof truss if it is to carry an axial load of 120kN. Use fillet welds at joints. [4+12]
8. (a) Explain
i. Design forces in gantry girders ii. Design principles of cranes. 1 of 2
NR
Code No: NR310107
(b) When do you use roof trusses? What are the advantages of roof trusses over other flexural members. [8+8]
3. Design a gusseted base for a column consisting of ISHB 250@ 64.96kg/m and two · cover plates ... Design a web splice at a section where M= 1500kN.m, v =.
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