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Set B NOORUL ISLAM UNIVERSITY , KUMARACOIL Series Test I office 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 moderate steel. 2. How to satisfy the deflection requirement in channelise? 3. square off neutral axis. 4. What do you mean by sense of chemical equilibrium character? 5. Differentiate between effective depth and boilers caseful depth. 6. What is the value of modular ratio? 7. What do you mean by shear reinforcement? 8. Define evidently die harded broadcast. 9. defecate the basic value of span effective depth ratio. part B (2 x 6 = 12 marks) 10.a) Write petty(a) notes on : (i) Moment of resistance. (ii) Under and over reinforced section. (OR) b) How communicate behind you check the deflection of beam? Explain the part in a stepwise manner. 11. a) Compare limit secernate 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 fight a dead charge of 10 kN/m and stage load of 12kN/m over three spans ! of 6m each. The ends are solely supported. Adopt M20 concrete and Fe415 HYSD bar. Sketch the details of reinforcements in the beam. (OR) b) asylum a reinforced concrete beam of rectangular section using the following data. impressive span = 5 m largeness of beam = 250 mm Overall depth = vitamin D 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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