1. PRESENTION ON
DESIGN OF RESIDENTIAL BUILDING

2. INTRODUCTION
•PLAN AREA = 190 Sq.M
•BUILDUP AREA = 103 Sq.M
•FLOOR HEIGHT = 12’.
•ROOMS
•M’BED ROOM, BED ROOM.
•DINNING ,DRAWING ROOM
•KITCHEN,GEN TOILET.
•2.1M WIDE VARANDH.
•DESIGNED AS PER IS:456-2000.
•DOG LEG TYPE STAIRCASE PROVIDED.
•VENTILATION.

4. DESIGN OF FOOTING
•AXIAL LOAD =856KN.
•FACTORED LOAD=1284 (F.S=1.5).
•SIZE OF COLUMN=200X400.
•SIZE OF FOOTING=1100X1100.
•SBC=500KN/M2 (ASSUMED).
•Fck=20N/MM2.
•Fy=415N/MM2.
•GRADE OF CONCRETE=M20.
•D=450 ; d=400.

5. DESIGN OF BEAM
•CLEAR SPAN (L) =3.9M.
•EFFECTIVE DEPTH OF BEAM=400 (L/15).
•D=425 ; B=200.
• FROM MDM =38.43KN-M.
•REINFORCEMENT PROVIDED.
•AT SUPPORTS=4-12MMØ.
•AT MID SPANS=3-12MMØ.
•SHEAR RT=6MM STIRRUPS @300C/C.
•CHECKS.

6. X-DIRECTION
Y-DIRECTION

7. DESIGN OF COLUMN
•SHORT AXIALLY LOADED MEMBER
•AXIAL LOAD (Pu) =856KN.
•RT PROVIDED=4-16 MMØ.
•PITCH,TIES.

8. DESIGN OF SLAB
•DESIGNED AS A TWO WAY SLAB.
•SLAB THICKNESS=6”.
•REINFORCEMENT PROVIDED.
•X-DIR=12MMØ @ 300MMC/C.
•Y-DIR=8MMØ @ 300MMC/C

10. DETAILED ESTIMATION