Challenge

Project 1

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

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

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

AIM :

To design a multi-level story building in chennai location by stadd pro connect edition

Unit material :

Reinforced Cement Concrete = 25Nmm3">KNmm3��3

Plain Cement Concrete = 24Nmm3">KNmm3��3

Cement Concrete Screed = 20Nmm3">KNmm3��3

Cement Masonry Units = 22Nmm3">KNmm3��3

Structural Steel = 78.5Nmm3">KNmm3��3

Soil = 18Nmm3">KNmm3

Nmm3">

interior partitions = 1KN/m^2

Floor finish 100mm thick = (0.1*22) => 2.20 KN/m^2

Miscellenious = 0.50 KN/m^2

Total SDL on typical floor = 4 KN/m^2

Super imposted Dead load

Insulation and water proofing = 0.20 KN/m^2

MEP services loads below roof slab = 0.5 KN/m^2

Miscellenious = 0.50 KN/m^2

Total load on roof slab = 1.50 KN/m^2

RC parapet wall load at roof level(1m high) = 0.21*1*22 KN/m^2

= 5.00 KN/m

Common corridor area/Storage , general maintainance = 3.0 KN/m^2

staircases = 3.0 KN/m^2

roof accessible = 1.5 KN/m^2

Inaccessible roof area = 0.75 KN/m^2

Life machine room = 7.5 KN/m^2

Toilets = 2.0 KN/m^2

Design beam and column element using STAAD RCDC. Attach the design calculation report

Ship work like this
in your own course.