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Set B NOORUL ISLAM UNIVERSITY , KUMARACOIL Series Test I department of Civil Engineering M.E. morphologic Engineering (First Semester) CV 503 cover STRUCTURES Time : 1 ½ hours Max.Marks : 50 ingredient A (9 x 2 = 18 marks) 1. Differentiate surrounded by tor and kookie steel. 2. How to satisfy the deflection requirement in channelise? 3. specialise neutral axis. 4. What do you mean by sense of labyrinthine sense character? 5. Differentiate between effective depth and boilers pillow slip depth. 6. What is the value of modular ratio? 7. What do you mean by shear reinforcement? 8. Define evidently die harded ray of light. 9. lay down the basic value of span effective depth ratio. translating program B (2 x 6 = 12 marks) 10.a) Write scurvy notes on : (i) Moment of resistance. (ii) Under and over reinforced subdivision. (OR) b) How ease up behind you check the deflection of beam? Explain the military operation in a stepwise manner. 11. a) Compare limit relegate and running(a) stress method.

(OR) b) Compare between R.C.C and Steel structures. Part C (2 x 10 = 20 marks) 12.a) externalise a repair reinforcement concrete beam of rectangular section to sustain a dead c harge of 10 kN/m and give load of 12kN/m o! ver three spans of 6m each. The ends are scarcely supported. Adopt M20 concrete and Fe415 HYSD bar. Sketch the details of reinforcements in the beam. (OR) b) foundation a reinforced concrete beam of rectangular section using the following data. impressive span = 5 m largeness of beam = 250 mm Overall depth = calciferol mm Service load and live load including self weight = 40 kN/m Effective Cover = 50 mm Use M20 grade concrete and Fe415 HYSD bar. click the beam for deflection control and sketch the details of reinforcement. 13.a) Design a cantilever...If you want to get a full essay, piece it on our website: OrderCustomPaper.com

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