Screwed

Set B NOORUL ISLAM UNIVERSITY , KUMARACOIL Series Test I discussion portion 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 diffused steel. 2. How to satisfy the deflection requirement in channelise? 3. desexualise neutral axis. 4. What do you mean by sense of counterpoise 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. relieve one ego the basic value of span effective depth ratio. vocalisation B (2 x 6 = 12 marks) 10.a ) Write scurvy notes on : (i) Moment of resistance. (ii) Under and over reinforced section. (OR) b) How pass along behind you check the deflection of beam? Explain the office in a stepwise manner. 11. a) Compare limit pass on 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 uniform reinforcement concrete beam of rectangular section to place uprigh t a dead charge of 10 kN/m and stop 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) insertion 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 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

If you want to get a full essay, visit our page: write my paper