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Advanced Structural Design (Elective II) (April 2010)

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Total No. of Questions :08] [Total No. of Pages : 2 P1850 [3764]-115 B.E. (Civil) ADVANCED STRUCTURAL DESIGN (Ele. 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) Figure to the right indicates 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, relevent IS code & steel table is allowed. SECTION - I Q1) A 50 m microwave antenna lattice tower is to be built near Pune. The terrain at the location is nearly a level ground. It has to carry a 3 m diameter hemispherical antenna disc at the top. The necessary data is given below: The width at the top of the tower = 3.2 m. Weight of the platform at top = 0.8 kN/m2. Weight of railing at top = 0.25 kN/m. Weight of ladder and cage = 0.6 kN/m. Weight of antenna disc and fixture = 8.5 kN. Self weight of truss = 4.5 kN/m. Weight of miscellaneous items = 2.5 kN. Terrain category II and class of structure B. Draw suitable truss configuration and determine the maximum compressive and tensile forces in the leg at the base. Also the maximum transverses shear force at the base. [25] OR Q2) a) The bottom chord tension member of a roof truss is subjected to an axial pull of 400 kN. A point load of 50 kN is acting at the centre of the tension member of an effective length 4.2 m. Design the section consisting of two [12] angles section. P.T.O.

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Additional Info : April 2010 Examination - Advanced Structural Design (Elective II) (2003 Course)
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