plan and design of cricket stadium

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‡ Planning-Detailed planning of cricket stadium and drawing of the plan in AutoCAD ‡ Analyzing the cricket stadium using STAAD.PRO V8i ‡ Design of the R.C.C Structure using limit state method

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 ‡ The dimensions of the cricket pitch according to the standards should have 21m length (22 yards) and 3m width. ‡ The radius of the outer ground must be 75 yards from one end of the pitch. And so the radius of the outer ground is 75m (150m diameter). The fence of the cricket ground is around this diameter. ‡ An allowance of 6m is given for drainage, electricity, dugout etc. ‡ Total area of the stadium is 38,464m² i.e 9.5

‡ 12 entrances /exit are provided around the circular stadium- 4.5m wide. The entrances are provided in the N, NNE, ENE, E, ESE, SSE, S, SSW, WSW, W, WNW, NNW ‡ The seating arena between entrances are divided into zones A, B, C, D etc where the spectators will be seated. ‡ The zones A and B are in between the two entrance gate 1 and 11 and are exclusively provided for the Player¶s, Team Owner¶s and Manager¶s, BCCI and VIP¶s.

   ‡ Consist of eight rises. ‡ 5.0m wide hallway is given for air circulation and easy exit in case of emergency. ‡ consist of the 1st and 2nd Umpire¶s room ‡ The Press Box is placed to the left of the Umpire¶s room. ‡ A lift is provided exclusively for the Office staff, President, VIP¶s etc to go to the 1st floor.

‡ The dope test rooms are placed to the right of the Umpire¶s room- one for each team. ‡ Player¶s waiting room are placed for both the team. ‡ A medical zone is provided ‡ The rest of the space in the ground floor will be utilized as µSports related Retail Shops and Offices¶ ‡ The ground floor has a capacity of 6,100 spectators.

  ‡ Seating tiers consist of five rises. ‡ A railing of 0.90m height is given across the end of this flight for safety purpose. ‡ The 1st floor box arena consists of the 3rd Umpire¶s room which is in line with the pitch ‡ The Commentator¶s Box is provided to the left of the Umpire¶s room. ‡ Other boxes such as President¶s Box, Corporate Box, BCCI Box and Golden Box are provided for the respective people with their lounges.

‡ Hospitality is provided for each box. ‡ Locker room with Gym, Shower and Lounge are for both the teams. ‡ Private Box (rental) and Golden suite are also provided in this floor. ‡ Various Shops and Restaurants are placed around the 1st floor ‡ The 1st floor has a capacity of 4000 spectators.



   ‡ Seating tiers consist seven rises. ‡ Spacing of 1.30m is provided with a railing 0.90m high for convenience and safety. ‡ This floor is ideal for huge halls such as Conference Hall¶s, Wedding Hall, Cinema Hall, Recreational Hall and Exhibition Hall. ‡ The 2nd floor has a capacity of 5900 spectators(

   ‡ fourth seating tiers consist of 12 risers. ‡ Spacing of 1.30m is given before the first rise for convenience and safety. ‡ Spacing of 1.50m is given at the end of the 12th rise with a 0.90m high railing for safety. ‡ The 3rd floor can have a capacity of 11000 spectators. ‡ The total capacity of the stadium is 27,000 extended to 30,000



      
 ‡ The analysis of the structure is done using STAAD.PRO V8i ‡ STAAD.PRO is a leading structural analysis and design software from Bentley ‡ It is the professional choice for steel, concrete, timber, aluminium and cold formed steel design of virtually any structure including culverts, petro chemical plants, tunnels, bridges, piles and much more


 
  
 
 
   


‡ Model generation ‡ Creating structural geometry † Input file † Using STAAD GUI † Using wizard ‡ Defining member cross section properties ‡ Defining material properties

‡ Specifying supports ‡ Applying loads ‡ Adding the analysis and design specifications ‡ Perform analysis ‡ Result obtained ‡ Graphical verification-form result menu bar ‡ Numerical verification-output file ‡ Report generation


   ‡ Wind Load  IS 875 part 3  Kerala is under category ‡ Seismic Loads  Trivandrum is under zone classification  Load applied according to the IS 1893 part 1 ‡ Live Loads  Using IS code 875 part-2(live loads)  Our structure is under the classification of assembly buildings and the maximum pressure on the slab is taken as 5 KN/m2 ‡ Dead Loads  Using IS code 875 part-1(dead load)

      


‡ The design of the cricket stadium will be done manually using limit state method. ‡ The different structural members will be designed using IS 456-2000 and SP-16.

  ‡ Detail planning of the cricket stadium has been done ‡ The drawings of the plan and layout have been made in AutoCAD. ‡ The structural analysis has begun and the model of the cricket stadium is generated in STAAD.PRO V8i and a 3D view of the cricket stadium will be obtained. ‡ The analysis will be done using STAAD.PRO V8i. ‡ The design of the structural members of the