Project 2
Design a Warehouse Building located in Chennai using STAAD Pro Connect Edition. The specification must be as follows:
|
Width |
30m |
|
Length |
50m |
|
Eave Height |
9m |
|
Bay spacing |
6m |
|
Soil type |
Medium |
|
Safe Bearing Capacity |
200 kN/m2 |
|
Roof slope |
1 in 12 |
Assume suitable sections for structural elements. Follow IS800:2007, IS1893 and IS 875
- Define Geometry:
- Open STAAD Pro and create a new project.
- Define the structure geometry based on the given specifications (Width: 30m, Length: 50m, Eave Height: 9m, Bay Spacing: 6m).
- Material Properties:
- Define material properties based on Indian standards (IS800:2007).
- Use appropriate steel grades and their corresponding material properties.
- Loading Conditions:
- Consider dead loads (permanent loads) and live loads (variable loads).
- Follow IS 875 for loading standards. Include self-weight, roofing materials, equipment, and any other applicable loads.
- Consider wind loads as per IS 875 and the geographical location (Chennai).
- Soil Conditions:
- Define the soil type as medium and specify the safe bearing capacity (200 kN/m2).
- Define Sections:
- Assume suitable sections for columns, beams, and other structural elements.
- Follow IS 800 for selecting appropriate sections based on the loads and spans.
- Member Specifications:
- Specify member specifications, including end conditions, bracing conditions, and any other relevant parameters.
- Analysis Settings:
- Choose the appropriate analysis method (e.g., linear static analysis).
- Apply the defined loads and analyze the structure.
- Code Checks:
- After analysis, review the results to ensure that all members satisfy the code requirements (IS 800).
- Check for factors like bending, shear, deflection, and stability.
- Foundation Design:
- Design suitable foundations based on the soil type and safe bearing capacity.
- Follow IS 1893 for seismic considerations and design foundations accordingly.
- Review and Optimize:
- Review the design, and if necessary, optimize the sections to achieve a more economical design.
- Documentation:
- Generate detailed reports, including member forces, reactions, and design summaries.
- Prepare detailed drawings for construction.
Remember, this is a simplified guide, and structural design involves complex calculations and considerations. Always consult with a qualified structural engineer to ensure that your design complies with all relevant codes and standards, and to account for site-specific conditions
Design a simply supported gantry girder to carry electric overhead travelling crane
Given:
Span of gantry girder = 7 m
Span of crane girder = 9 m
Crane capacity = 250 kN
Self-weight of trolley, hook, electric motor etc. = 40 kN
Self-weight of crane girder excluding trolley = 100 kN
Minimum hook approach = 1.0 m
Distance between wheels = 3 m
Self-weight of rails = 0.2 kN/m
To design a simply supported gantry girder for an electric overhead travelling crane, you'll need to consider various factors such as span, crane capacity, self-weight of the crane components, and other loadings. Here's a simplified guide using STAAD Pro:
- Open STAAD Pro:
- Create a new project and set up the basic model properties.
- Define Geometry:
- Define the geometry of the gantry girder. Since it's simply supported, set the supports at both ends.
- Set the span of the gantry girder to 7m.
- Material Properties:
- Define the material properties for the steel members of the gantry girder.
- Loading Conditions:
- Consider the crane load, self-weight of the crane components, and other loads.
- The crane capacity is 250 kN, and you have the self-weight of the trolley, hook, electric motor, etc. (40 kN) and the self-weight of the crane girder excluding the trolley (100 kN).
- Consider the weight of the rails (0.2 kN/m) and the distance between the wheels (3m) to distribute the load on the gantry girder.
- Minimum Hook Approach:
- Consider the minimum hook approach distance (1.0m) when placing the crane load on the girder.
- Analysis Settings:
- Choose the appropriate analysis method (e.g., linear static analysis).
- Apply the defined loads and analyze the structure.
- Member Specifications:
- Specify suitable sections for the gantry girder members based on the loads and spans.
- Code Checks:
- After analysis, review the results to ensure that all members satisfy the code requirements, such as bending, shear, and deflection.
- Foundation Design:
- Design suitable foundations for the supports based on the soil conditions.
- Review and Optimize:
- Review the design and, if necessary, optimize the sections to achieve a more economical design.
- Documentation:
- Generate detailed reports, including member forces, reactions, and design summaries.
- Prepare detailed drawings for construction.
Remember that this is a simplified guide, and you should consult with a qualified structural engineer to ensure that your design complies with all relevant codes and standards. The engineer will perform more detailed calculations, considering factors like dynamic loads, wind loads, and other site-specific conditions