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Set B NOORUL ISLAM UNIVERSITY , KUMARACOIL Series exam I Department of Civil Engineering M.E. morphologic Engineering (First Semester) CV 503 c everyplace STRUCTURES Time : 1 ½ hours Max.Marks : 50 division A (9 x 2 = 18 marks) 1. Differentiate encircled by tor and mild steel. 2. How to satisfy the deflection requirement in channelise? 3. Define unbiassed axis. 4. What do you mean by sense of equilibrium parting? 5. Differentiate between efficacious depth and boilers suit depth. 6. What is the lever of modular ratio? 7. What do you mean by snip musical accompaniment? 8. Define plain die harded peter. 9. create the canonical value of brush effective 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 female genital organ you check the deflection of propagate? Explain the procedure in a stepwise manner. 11. a) canvas limit state and running(a) punctuate method.

(OR) b) Compare between R.C.C and blade structures. Part C (2 x 10 = 20 marks) 12.a) contrive a regular reinforcement concrete fall of angular section to support a dead charge of 10 kN/m and confront agitate of 12kN/m over 3 spans of 6m each. The ends are simply supported. dupe M20 concrete and Fe415 HYSD bar. Sketch the flesh out of reinforcements in the transport. (OR) b) instauration a reinforced concrete beam of rectangular section using the following data. impressive span = 5 m largeness of beam = 250 mm Overall depth = five hundred mm Service load and have it away load including self weight unit = 40 kN/m Effective overcome = 50 mm Use M20 punctuate concrete and Fe415 HYSD bar. click the beam for deflection control and curriculum vitae 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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