Project 1

1. Design a multi-storey Residential Building located in Bangalore using STAAD Pro Connect Edition. The specification must be as follows:

Building floors	G + 6 + R
Plan dimension	B = 25m , L = 16m
Storey Height	h = 3.5m
Soil	Hard soil
Use	Residential Purpose
Safe Bearing Capacity	180 kN/m2
Maximum slab thickness	150mm

Assume suitable sections for structural elements. Follow IS456, IS1893 and IS 875

1. Prepare a Design Basis Report for the project
2. Create structural model using STAAD Pro Connect Edition
3. Prepare DL, LL, WL and EQL load calculations as per IS 875 standards
4. Design slab element using MS – Excel
5. Design beam and column element using STAAD RCDC. Attach the design calculation report.
6. Design Foundations using STAAD Foundation.
7. Prepare bar bending schedule for beam and column using STAAD RCDC
8. Attach necessary sketches and drawings wherever required.
9. All stipulations, assumptions and design parameter must adhere to Indian Standards.

ans-

AIM -

Design a multi-storey Residential

Building located in Bangalore using

STAAD Pro Connect Edition

PROCEDURE -

UNIT WEIGHT OF MATERIAL -

R.C.C. =25 KN /M^3

P.C.C [Plain cement concerete ] = 24 kn /m3

CEMENT CONCERETE SCREED =20 KN/M3

CEMENT MASONARY UNITS =22 KN/M3

SOIL 18 KN/M3

DEAD LOAD

FLOOR SLAB

SLAB WEIGHT =3.75 KN/M2

[ 0.15 X 25 KN/M3 ]

PARTITIONS =1.5 KN/M2

FLOOR FINISH =2.5 KN/M2

MISCELLANEOUS =1 KN/M2

TOTAL FLOOR WEIGHT =8.75 KN/M2

ROOF SLAB

SLAB SLAB WEIGHT =3.75 KN/M2

[0.15 X25 KN/M3 ]

INSULATION AND WATER PROOFING =0.5 KN/M2

MEP SERVICE =.5 KN/M2

MISELLANEOUS =5.25 KN/M2

LIVE LOAD

FLOOR SLAB

COMMON CORRIDOR =3 KN/M2

TOTAL FLOOR LOAD =3 KN/M2

ROOF SLAB

ACESSIBLE ROOF =1.5 KN/M2

TOTAL ROOF LOAD =1.5 KN/M2

RESULTS-

a multi-storey Residential Building l

ocated in Bangalore using STAAD Pro

Connect Edition DESIGNED.