Question Bank- Advanced R.C.C. Design

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1 G.H. Raisoni College of Engineering Digdoh Hills, Hingna Road, Nagpur. Department : Civil Engineering Question Bank- Advanced R.C.C. Design Unit - 1 :-R.C.C Circular Water Tank. Q. 1) The R.C.C. overhead circular water tank has an internal diameter 7.5m and height of wall is 4.0 m. The base slab of tank is supported over its periphery by a circular ring beam. Using M20 concrete and Fe415 steel, design the roof slab, wall and base slab. Sketch reinforcement Assume freeboard of 0.3m. Q.2) The bottom circular ring beam of R.C.C. overhead water tank has mean diameter of 7.0m and supported over six columns which are symmetrically provided. Design the ring beam for :- i) size of each column 450mm dia. ii) U.D.L. on circular beam 250 KN/m (inclusive S.W.) iii) iv) width of beam 400mm The standard coefficients are for support B.M. Β= 0.089, for mid span B.M. β = v) For maximum twisting moment β =0.009 at Support. vi) Use M20 and Fe 415 steel. Q.3) The R.C.C. overhead circular water tank has an internal diameter 8.0m and height of wall is 4.5 m. The base slab of tank is supported over its periphery by a circular ring beam. Using M20 concrete and Fe415 steel, design the roof slab, wall and base slab. Sketch reinforcement Assume freeboard of 0.3m. Q.4) The bottom circular ring beam of R.C.c. overhead water tank has mean diameter of 7.5m and supported over six columns which are symmetrically provided. Design the ring beam for :- i) size of each column 450mm dia. ii) U.D.L. on circular beam 275 KN/m (inclusive S.W.) iii) width of beam 425mm

2 iv) The standard coefficients are for support B.M. Β= 0.089, for mid span B.M. β = v) For maximum twisting moment β =0.009 at Support. vi) Use M20 and Fe 415 steel. vii) Q.5) The R.C.C. overhead circular water tank has an internal diameter 8.0m and height of wall is 4.5 m. The base slab of tank is supported over its periphery by a circular ring beam. Using M20 concrete and Fe415 steel, design the roof slab, wall and base slab. Sketch reinforcement Assume freeboard of 0.3m. Q.6) The bottom circular ring beam of R.C.c. overhead water tank has mean diameter of 8.0m and supported over six columns which are symmetrically provided. Design the ring beam for :- i) size of each column 450mm dia. ii) U.D.L. on circular beam 250 KN/m (inclusive S.W.) iii) width of beam 400mm iv) The standard coefficients are for support B.M. Β= 0.089, for mid span B.M. β = For maximum twisting moment β =0.009 at Support. v) Use M20 and Fe 415 steel. Unit - 2 :-R.C.C Deck Slab Bridge. Q. 1) State classification of IRC loading for highway bridge with their salient features. Q. 2) Design R.C.C. bridge deck slab to suit :- vi) Loading IRC class AA tracked vehicle Draw reinforcement

3 Q. 3) Design R.C.C. bridge deck slab to suit :- vi) Loading IRC class AA Wheel Load. Draw reinforcement Q. 4) Design R.C.C. bridge deck slab to suit :- vi) Loading IRC class A -loading Draw reinforcement Q. 5) Design R.C.C. bridge deck slab to suit :- vi) Loading IRC class B Loading Draw reinforcement Unit - 3 :-Portal Frames. Q. 1) A large hall is to be provided with rectangular frames for i) Centre to centre of frames 3.5m ii) Centre to centre of column 3.5m

4 iv) size of beam 250mm x 500mm vi) Live load on slab = 2.5 KN/m 2 vii) M20 concrete and Fe415 steel is used Q. 2) A large hall is to be provided with rectangular frames for i) Centre to centre of frames 4.00 m ii) Centre to centre of column 3.5m iv) size of beam 250mm x 550mm viii) Live load on slab = 2.5 KN/m 2 ix) M20 concrete and Fe415 steel is used Q. 3) A large hall is to be provided with rectangular frames for i) Centre to centre of frames 3.5m ii) Centre to centre of column 4.0m iv) size of beam 300mm x 500mm x) Live load on slab = 2.5 KN/m 2 xi) M20 concrete and Fe415 steel is used Q. 4) A large hall is to be provided with rectangular frames for i) Centre to centre of frames 3.0m ii) Centre to centre of column 3.0m iv) size of beam 250mm x 400mm

5 xii) Live load on slab = 2.5 KN/m 2 xiii) M20 concrete and Fe415 steel is used Q. 5) A large hall is to be provided with rectangular frames for i) Centre to centre of frames 3.25m ii) Centre to centre of frames 3.25m iv) size of beam 250mm x 450mm xiv) Live load on slab = 2.5 KN/m 2 xv) M20 concrete and Fe415 steel is used Unit - 4 :-Cylindrical Shell. Q.1) Design an interior panel of a cylindrical shell roof covering plan area of 12m x 30m (effective) by beam method. The semi-central angle is Q.2) Design a suitable footing for :- due to D.L. 700 KN due to D.L. 300 KN due to D.L. 45 KN due to D.L. 25 KN reinforcement Q.3) Design an interior panel of a cylindrical shell roof covering plan area of 10m x 30m (effective) by beam method. The semi-central angle is 36 0.

6 Q.4) Design a suitable footing for :- due to D.L. 750 KN due to D.L. 350 KN due to D.L. 50 KN due to D.L. 30 KN reinforcement Q.5) Design an interior panel of a cylindrical shell roof covering plan area of 12m x 32m (effective) by beam method. The semi-central angle is Q.6) Design an interior panel of a cylindrical shell roof covering plan area of 10m x 25m (effective) by beam method. The semi-central angle is Q.7) Design a suitable footing for :- due to D.L. 800 KN due to D.L. 400 KN due to D.L. 60 KN due to D.L. 40 KN reinforcement details Q.8) Design an interior panel of a cylindrical shell roof covering plan area of 10m x 25m (effective) by beam method. The semi-central angle is 38 0.

7 Q.9) Design a suitable footing for :- due to D.L. 750 KN due to D.L. 350 KN due to D.L. 45 KN due to D.L. 25 KN reinforcement details THE -END

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