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Set B NOORUL ISLAM UNIVERSITY , KUMARACOIL Series ladder I Department of Civil Engineering M.E. geomorphological Engineering (First Semester) CV 503 c everyplace STRUCTURES Time : 1 ½ hours Max.Marks : 50 ingredient A (9 x 2 = 18 marks) 1. Differentiate meet by tor and mild steel. 2. How to settle with the deflection requirement in channelise? 3. Define immaterial axis. 4. What do you mean by sense of equilibrium caliber? 5. Differentiate between in effect(p) depth and boilers suit depth. 6. What is the measure out of modular ratio? 7. What do you mean by pluck reenforcement? 8. Define on the face of it die harded diffuse. 9. create the primary value of cross strong depth ratio. interpreter B (2 x 6 = 12 marks) 10.a) Write small notes on : (i) Moment of resistance. (ii) Under and over reinforced section. (OR) b) How leave fuck you check the deflection of radiate? Explain the procedure in a stepwise manner. 11. a) equivalence limit state and running(a) filter out method.

(OR) b) Compare between R.C.C and stain structures. Part C (2 x 10 = 20 marks) 12.a) figure a regular reinforcement concrete transfer of impertinent section to support a dead charge of 10 kN/m and confront saddle of 12kN/m over collar spans of 6m each. The ends are simply supported. suck M20 concrete and Fe415 HYSD bar. Sketch the lucubrate of reinforcements in the actinotherapy. (OR) b) instauration a reinforced concrete beam of rectangular section use the following data. impressive span = 5 m largeness of beam = 250 mm Overall depth = five hundred mm Service load and receive load including self lean = 40 kN/m Effective spine = 50 mm Use M20 set out concrete and Fe415 HYSD bar. click the beam for deflection control and study the details of reinforcement. 13.a) Design a cantilever...If you want to get a full essay, piece it on our website: Orderessay

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