Important Question for Diploma
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Hello students,In this post I provide you most important question for your semester examination. And read full article and note this question and prepare yourself. I am sure it is more useful and 100% success in your exam.
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Question Review: Theory: 20 Numerical: 30 Objective: 20 Q.1 what are the assumptions made in wsm Or LSM? [Most important] Q. 2 Explain the necessity of doubly reinforced beam? Q.3 Different between one way and two way slab? [most important] Q. 4 Difference between LSM and WSM. [most important] Q.5 Numerical problem on_____ [Super most important] A. single beam B. doubly beam C. MOR D. Slab E. Footing Q. 6 State of advantage and disadvantage of RCC? Q. 7 what you understand by balance sections ,under and over section? Q. 8 Define terms:- A. modular ratio B. Prestressing C. factory of safety D. characteristic of load E. development length F. Effective length of column Q.9 Different between pre-tensioning and post tensioning method? Q. 10 state the assumption of limit state method ? Q. 11 [Numerical ] A simply supported beam of effective span 3.6 m carries a lord of 30kn/m including self wt. design the balanced section of the beam with m20 concrete and steel fe415 take b=230 mm Q. 12 [Numerical MOR] Determine the moment of resistance for a beam of section 250× 500 RCC with 4 bar of 20 mm on tension side and 2 bars of 12 mm dia on comparison side with an effective cover 40 mm both side. Calculate MOR if M20 FE415 steel is used. take FSC=352mpa Q. 13 Inlist design steps for one way simply supported slab. Q. 14 [Numerical Slab] Design on RCC slab of size 3.5 m x 4.5 M simply supported on all the four sides with corners not held on the slab is caring a load of 4 kN/m^2 including load finish use M20 and FE415. Q. 15 Define characteristic load. give difference load combination in LSM. Q. 16 Define footing and writes its type? Q. 17 [ Numerical footing] Design a short square footing of size 400 mm X 400 mm the safe bearing capacity of soil is 150KN/m/^2 load on the column is 1800 KN. Use M20 and FE415. Check in share only . Q. 18 [Numerical column] A rcc short column of size 400 mm x 500 mm is caring factored load of 3000 KN, design of column assuming minimum is eccentricity less than 0.05 d . use m25 and FE415 . Q. 19 State and explain the method of prestressing? Q. 20 state and explain type of limit statement method? By:- Er. MD Shahanwaz[Diploma concept] |
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