Ppt of mini project.

PRESENTION ON

DESIGN OF RESIDENTIAL BUILDING

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.

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.

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.

X-DIRECTION

Y-DIRECTION

DESIGN OF COLUMN

•SHORT AXIALLY LOADED MEMBER

•AXIAL LOAD (Pu) =856KN.

•RT PROVIDED=4-16 MMØ.

•PITCH,TIES.

DESIGN OF SLAB

•DESIGNED AS A TWO WAY SLAB.

•SLAB THICKNESS=6”.

•REINFORCEMENT PROVIDED.

•X-DIR=12MMØ @ 300MMC/C.

•Y-DIR=8MMØ @ 300MMC/C

DETAILED ESTIMATION