You are tasked to design and select the lightest W-section (W8-W14 only) for the main members...
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You are tasked to design and select the lightest W-section (W8-W14 only) for the main members of the buildings which includes (the number represents the coding on the diagram provided): ➤ Beam (5) ➤ Corner Post (6) > Floor Beam (8) ➤ Column (9) > Base plate for the column (20 marks each) Provide a plan schematic drawing to indicated the selected sections for each element. (25 marks) STANDARD CONFIGURATION Four span bay, each 12-ft wide Building length (front to back) 20-ft ▸ Roof should support roof live of 5 psf ▸ Roof material has a overhang of 1'-6" and the material is 50mm EPS sandwich panel with a desity of 17.5 kg/m³ ➤ The plywood flooring will be replace with 3 inch concrete (density of concrete - 150 lb/ft³). Floor live should be based on the approved occupancy (USE 2018 IBC to select the heaviest) > Base plate will be bolted to concrete base. SPECIFICATION Steel metal selection: Beams and Columns A992 o Base plate A36 ▸ Column should be bolted to the connections. > Concrete Base has f = 3ksi should be 6 inches more than the base plate in dimensions. ▸ Select the Light Members (W8-W14) for the system > Design should be done using: Steel Construction Manual (AISC) Specification for Structural Steel Buildings PREFAB T HOUSE STRUCTURAL DRAWING 1. Roof trim 2. Roof panel 3. Plywood 4. Tie beam 5. Beam. 6. Corner post 7. Floor secondary beam 8. Floor beam 9. Column 10. Staircase 11. Walkway bracket post 12. Concrete floor 13. Railing 14. Wall panel 15. UPVC sliding window 16. Canopy supporting column 17. Sandwich panel door You are tasked to design and select the lightest W-section (W8-W14 only) for the main members of the buildings which includes (the number represents the coding on the diagram provided): ➤ Beam (5) ➤ Corner Post (6) > Floor Beam (8) ➤ Column (9) > Base plate for the column (20 marks each) Provide a plan schematic drawing to indicated the selected sections for each element. (25 marks) STANDARD CONFIGURATION Four span bay, each 12-ft wide Building length (front to back) 20-ft ▸ Roof should support roof live of 5 psf ▸ Roof material has a overhang of 1'-6" and the material is 50mm EPS sandwich panel with a desity of 17.5 kg/m³ ➤ The plywood flooring will be replace with 3 inch concrete (density of concrete - 150 lb/ft³). Floor live should be based on the approved occupancy (USE 2018 IBC to select the heaviest) > Base plate will be bolted to concrete base. SPECIFICATION Steel metal selection: Beams and Columns A992 o Base plate A36 ▸ Column should be bolted to the connections. > Concrete Base has f = 3ksi should be 6 inches more than the base plate in dimensions. ▸ Select the Light Members (W8-W14) for the system > Design should be done using: Steel Construction Manual (AISC) Specification for Structural Steel Buildings PREFAB T HOUSE STRUCTURAL DRAWING 1. Roof trim 2. Roof panel 3. Plywood 4. Tie beam 5. Beam. 6. Corner post 7. Floor secondary beam 8. Floor beam 9. Column 10. Staircase 11. Walkway bracket post 12. Concrete floor 13. Railing 14. Wall panel 15. UPVC sliding window 16. Canopy supporting column 17. Sandwich panel door
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Database Systems Design Implementation and Management
ISBN: 978-1285196145
11th edition
Authors: Carlos Coronel, Steven Morris
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