Project 1

Aim:- To design a multi-storey Residential Building located in Bangalore using STAAD Pro Connect Edition

Procedure:-

Unit weight of the materials

SNO	Name of material	Unit weight
1	Reinforced Cement Concrete	25">2525 kN/m3">kN/m3kN/m3
2	Plain Cement Concrete	24">2424 kN/m3">kN/m3kN/m3
3	Cement Concrete Screed	20">2020 kN/m3">kN/m3kN/m3
4	Cement Masonry Units	22">2222 kN/m3">kN/m3kN/m3
5	Structural Steel	78.5">78.578.5 kN/m3">kN/m3kN/m3
6	Soil	18">1818 kN/m3">kN/m3kN/m3

Dead Load

Floor slab

Slab weight = 3.75">3.753.75 kN/m2">kN/m2kN/m2 (0.15m×25kN/m3)">(0.15m×25kN/m3)(0.15m×25kN/m3)

Partitions = 1.5">1.51.5 kN/m2">kN/m2kN/m2

Floor Finish = 2.5">2.52.5 kN/m2">kN/m2kN/m2

Miscellaneous = 1">11 kN/m2">kN/m2kN/m2

Total Floor Load = 8.75 kN/m2">kN/m2

Roof slab

Slab weight = 3.75">3.753.75 kN/m2">kN/m2kN/m2 (0.15m×25kN/m3)">(0.15m×25kN/m3)(0.15m×25kN/m3)

Insulaions and Water Proofing = 0.5">0.50.5 kN/m2">kN/m2kN/m2

MEP Services = 0.5">0.50.5 kN/m2">kN/m2kN/m2

Miscellaneous = 0.5">0.50.5 kN/m2">kN/m2kN/m2

Total Roof Load = 5.25 kN/m2">kN/m2kN/m2

Live Load

Floor slab

Common Corridor = 3">33 kN/m2">kN/m2kN/m2

Total Floor Load = 3 kN/m2">kN/m2kN/m2

Roof slab

Accessible Roof = 1.5">1.51.5 kN/m2">kN/m2kN/m2

Total Roof Load = 1.5 kN/m2">kN/m2

Result:-

Thus, multi-storey Residential Building located in Bangalore using STAAD Pro Connect Edition is been designed.