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Advanced Structural Design (Elective II) (October 2010)

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Total No. of Questions : 8] P1351 [Total No. of Pages : 2 [3864]-115 B.E. (Civil) ADVANCED STRUCTURAL DESIGN (Elective - II) (401007) (2003 Course) 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 answer books. 3) Neat diagrams must be drawn wherever necessary. 4) Figures to the right indicate full marks. 5) Assume suitable data, if necessary. 6) Use of cell phone is prohibited in the examination hall. 7) Use of electronic pocket calculator, steel table and relevant IS code is allowed. SECTION - I Q1) Design an open web (castellated beam) for a span of 15 m. The dead load coming on roofing is 750 N/m2 and live load on the roof is 2000 N/m2. Cut the section at 45 and adjust the section such that overall depth of section should not exceed 900 mm. Assume fy = 250 MPa. [25] OR Q2) Select suitable configuration of the truss and determine the maximum compressive and tensile force in the leg at the base for a 50 m microwave antenna tower is to be built near Mumbai. The terrain at the location is a level ground. It has to carry a 3 m diameter hemispherical antenna disc at the top. [25] a) the width at the top of tower = 3.2 m b) weight of platform at top = 1 kN/m2 c) weight of railing at top = 0.25 kN/m. d) weight of ladder and cage = 0.6 kN/m e) weight of antenna disc and fixture = 10 kN f) self weight of truss = 6 kN/m g) Terrain category II and class of building B P.T.O.

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Additional Info : 2003 Course
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