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Advanced Structural Design (October 2009)

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Total No. of Questions : 8] [Total No. of Pages : 2 [3664] - 115 P 1310 B.E. (Civil) ADVANCED STRUCTURAL DESIGN (2003 Course) (401007) Time : 3 Hours] [Max. Marks : 100 Instructions to the candidates: 1) Attempt Q.1 or Q.2, Q.3 or Q.4 from Section I and Q.5 or Q.6, Q.7 or Q.8 from Section II. 2) Answers to the two sections should be written in separate books. 3) Neat diagrams must be drawn wherever necessary. 4) Figures to the right indicate full marks. 5) Use of cell phone is prohibited in the examination hall. 6) Use of pocket calculator, relevant IS codes and steel table is allowed. 7) Assume suitable data, if necessary. SECTION - I Q1) Two channel sections without bent lips 180 mm x 50 mm are connected with the webs to acts as a beam. The thickness of channel section is 2 mm. The effective span of a simply supported beam is 3.8 m. Determine the maximum uniformly distributed load including self weight, which may be supported by the beam. The beam is laterally supported throughout its length. Refer IS : 811 - 1961 for properties of channel section. [25] OR Q2) An advertising board of size 3.2 m x 1.8 m is to be provided on a hording. The hording is located at Pune. Design the hording structure neglecting the self weight of the board. [25] Q3) Design castellated beam (open web) for a span of 12 m. The dead weight of the roofing is 750 N/m2 and live load on the roof is 1500 N/m2. Cut the selected I - section at 45o and adjust the section such that the overall depth of section [25] should not exceed 800 mm. Assume fy = 250 Mpa. OR Q4) a) The bottom chord tension member of a roof truss is subjected to an axial pull of 300 kN. A differential chain hoist arrangement is attached to the bottom chord and gives a point load of 10 kN at the centre. The length of the member between panel points is 4 m. Design the section consisting of two unequal angles with long legs kept back to back and turned [10] upwards. Assume fy = 250 Mpa. P.T.O.

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Additional Info : 2003 Course
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