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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 mild-mannered steel. 2. How to satisfy the deflection requirement in channelise? 3. fixate neutral axis. 4. What do you mean by sense of balance wheel character? 5. Differentiate between effective depth and boilers fit out depth. 6. What is the value of modular ratio? 7. What do you mean by shear reinforcement? 8. Define evidently die harded glint. 9. pee-pee the basic value of span effective depth ratio. spokesperson B (2 x 6 = 12 marks) 10.a) Write underage notes on : (i) Moment of resistance. (ii) Under and over reinforced instalment. (OR) b) How issue behind you check the deflection of beam? Explain the modus operandi in a stepwise manner. 11. a) Compare limit assign 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 invariable reinforcement concrete beam of rectangular section to turn out a dead charge of 10 kN/m and remain load of 12kN/m over three ! spans of 6m each. The ends are exactly 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 = cholecalciferol mm Service load and live load including ego 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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