Project 2
Aim-Develop general arrangement for the RC office building. Analyze and design the building as per IS standard code in TEKLA STRUCTURAL DESIGNER. Refer the attached plan and elevation. The building to be designed for dead, live, wind and seismic loading.
Report of each member to be generated and extract drawings for structural plans, beam reinforcement details from the software.
Procedure:
- Construction Levels are created as per the given Elevation.
- Grid Lines are generated as per the plan view
- Create property sets for column C1,Beam B1 and slab S1
- Column of size 600x600 is created from base to roof level
- Beam of size 400x400 are created in the ground floor as per the given plan
- Beams are drawn for first and roof floor as well
- Now Slab property S1 is apllied for ground floor,first floor and roof floor.
Loadings on the model:
Unit weight of concrete=24 KN/m^3
Dead load:
1. Finishes loading=0.05x24=1.2 KN/m^2(Area loading)
2. Slab load will be designed by software
Brickwall loading
Thickness of brickwall=150 mm
Unit weight= 20 KN/m^3
Floor height= from ground to first floor=3.7m
Brickwall loading=0.15x20x3.7=12 KN/m
Load combinations are generated
Dead load=1.2 KN/m is applied on slabs
Dead load of 12 KN/m is applied on the beams of ground floor and first floor
Imposed load:
Griund Floor Rooms:
Office= 3KN/m^2
Staircase= 5KN/m^2
Pantry= 3KN/m^2
Conference room= 5KN/m^2
Control room= 5KN/m^2
Lobby= 5KN/m^2
Toilet= 2KN/m^2
M&E room= 5KN/m^2
First Floor rooms:
Staircase= 5KN/m^2
Office= 3KN/m^2
Toilet= 2KN/m^2
Lab= 3KN/m^2
Conference room= 5KN/m^2
Pantry= 3KN/m^2
M&E room= 5KN/m^2
Wind Load
For the application of Wind loading Create the wall panels and roof panels
Wind load calculation:
For Face A and B apply in Global Y
For Face C and D apply in Global X
Wind load is applied as Patch load only
Wind +X+Cpi: Face A= Frame 1
Wind +X+Cpi: Face B= Frame 3
Wind +X+Cpi: Face C= Frame A
Wind +X+Cpi: Face D= Frame G
Wind +X -Cpi: Face A= Frame 1
Wind +X -Cpi: Face B= Frame 3
Wind +X -Cpi: Face C= Frame A
Wind +X -Cpi: Face D= Frame G
Wind +Y +Cpi: Face A= Frame 1
Wind +Y +Cpi: Face B= Frame 3
Wind +Y +Cpi: Face C= Frame A
Wind +Y +Cpi: Face D= Frame G
Wind +Y -Cpi: Face A= Frame 1
Wind +Y -Cpi: Face B= Frame 3
Wind +Y -Cpi: Face C= Frame A
Wind +Y -Cpi: Face D= Frame G
Seismic Load
Design of Members
Columns:
Columns are passed
Interactive design check:
AutoCAD drawing detailing of column
Column Schedule
Beam Design
All Beams have passed
Interactive Design Check
AutoCAD drawing detailing of Beam
Beam Schedule
Slabs
All slabs have passed
Slab design Details
Foundations
Pad Foundations Isolated Footing is provided.
Isolated Footing Details
AutoCAD drawing of Foundation
All the Foundation have passed
Foundation in 3D
Report for each member
Beam Report
Design Summary Shear and Torsion
Design Summary
Bending Moment Diagram
Loadcase summary
Column Report
Longitudnal Bars Summary
Interaction Diagram
Shear Force Diagram
Bending Moment Diagram
Axial Force Diagram
Slab Report
Reinforcement Details
Summary
Foundation Report
Foundation Details
Bearing Pressure Summary
Model in Solver mode
Node Support Details
Element Properties
Seismic Loading Summary
Nodal Forces
Analysis Result
Wind +X +cpi
Wind +X -Cpi
Moment Major
Shear Major
Axial Force Diagram
Moment Minor
Deflection in Y direction
Result: Buliding is designed for dead load,live load, wind load and seismic load.Report for each member has been generated and structural drawing has been extracted from the software.