Designed Project of Residential building G+6+R, Project location - Bangalore,

Aim

To determine The Design Of Multi-storey Residential Building located in Bangalore using STAAD Pro Connect Edition.

Introduction:

Severa Steps need to be followed. here's a General outline of the process

• Gathering project information: Obtain in all relevant details about projects, such as architectural drawings command structural plans, building cores and regulations, soil reports and any other pretinent information.

• Creating the structural Model: STAAD Pro connect edtion and start by creating a new project. Define the appropriate units of measurement and coordinate system of the project. Then, creating the structural model by inputting the building geometry, including the columns, beams, slabs, walls and other structural elements.

• Verify code compliance: Reviewing the design outputs to ensure they comply with the relevant building codes, Regulations command and design, standards applicable in the specific location of the project. Making any necessary revision to the design to ensure compliance.

• Analyzing the structure: Performing the structural analysis using STAAD Pro connect edition. The software will calculate the internal forces and displacement with the structural elements based on the applied loads, material properties and support conditions. STAAD pro uses various analysis methods, Such as the finite element method, to determine these results.

• Assining the Materials Properties: Specifying the material property is for each structural elements, such as concrete, steel, or masonry. Input relevant material properties, including strength, density, modulus or elasticity and other necessary parameters.

Description:

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

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

Materials properties

Element B(mm) D(mm)

Beam-Exterior 250 500

Beam-Interior 250 600

Column- Exterior 300 500

Column- Interior 300 600

Clear cover

Element Clear cover (mm)

Footing 50

Column 40

Beams 25

Slabs 20

Concrete & steel

Compressive strength, f_ck 40

Yield Strength, f_y 500

Bar dia – Main reinforcement & stirrups

Element Min& max Stirrups

Rft dia(mm) (mm)

Beam-Exterior 16, 32

Beam-Interior 16, 20 8

Column- Exterior 12, 16 8

Column- Interior 10, 12

Procedure Given in ScreenShot

Using STAAD RCDC CONNECT EDTION the footing is designed.