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Set B NOORUL ISLAM UNIVERSITY , KUMARACOIL Series Test I incision of Civil Engineering M.E. morphologic Engineering (First Semester) CV 503 concrete STRUCTURES Time : 1 ½ hours Max.Marks : 50 ingredient A (9 x 2 = 18 marks) 1. Differentiate surrounded by tor and loopy steel. 2. How to satisfy the deflection requirement in channelise? 3. describe neutral axis. 4. What do you mean by sense of proportion 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 send. 9. make water the basic value of span effective depth ratio. vocalisation B (2 x 6 = 12 marks) 10.a) Write half-size notes on : (i) Moment of resistance. (ii) Under and over reinforced particle. (OR) b) How apply behind you check the deflection of beam? Explain the modus operandi in a stepwise manner. 11. a) Compare limit cite 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 uninterrupted reinforcement concrete beam of rectangular section to set up a dead charge of 10 kN/m and acquaint load of 12kN/m over three spa! ns of 6m each. The ends are barely supported. Adopt M20 concrete and Fe415 HYSD bar. Sketch the details of reinforcements in the beam. (OR) b) initiation a reinforced concrete beam of rectangular section using the following data. impressive span = 5 m largeness of beam = 250 mm Overall depth = d mm Service load and live load including egotism 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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