Our professor ask us to find the capital cast analysing for this bridge

Cost Calculations Report Type of Cost Material Cost (M) Item Carbon Steel Hollow Tube High Strength Low-Alloy Steel Hollow Tube Connection Cast (C) Product Cost (P) 2 - 100x100x5 mm Carbon Steel Tube 2 - 110x110x5 mm Carbon Steel Tube 2 - 120x120x6 mm Carbon Steel Tube 15-150x150x7 mm Carbon Steel Tube 5 - 180x180x9 mm High-Strength Low Alloy Steel Tube 2 - 190x190x9 mm Carbon Steel Tube 2 - 190x190x9 mm H13-Strength Low-Alloy Steel Tube Deck Cost Excavation Cost Abutment Cost Pier Cost Cable Anchorage Cost M+C+P+S Cost Calculation Cost (3094.2 kg) x ($6.30 per kg) x (2 Trusses) $38,987.22 (1545.2 kg) x ($7.00 per kg) x (2 Trusses) $21,632.73 (16 Joints) x 400.0 per joint) x (2 Trusses) $12,800.00 ($1,000.00 per Product) $1,000.00 ($1,000.00 per Product) $1,000.00 (51,000.00 per Product) $1,000.00 (51,000.00 per Product $1,000.00 ($1,000.00 per Product) $1,000.00 (51,000.00 per Product) = $1,000.00 ($1,000.00 per Product $1,000.00 (74-meter panels 55,100.00 per panel) $35,700.00 (54,100 cubic meters) x ($1.00 per cubic meter) = $54,100.00 (2 arch abutments) x ($11,650.00 per abutment) $23,300,00 No pier $0.00 No anchorages $0.00 $60,619.95 + $12,800.00 + $7,000.00+ $113,100.00 = $193,519.95 Site Cost (S) Total Cost Help... Copy to clipboard Print Close Load Test Results Material Type # Cross Size Section (mm) Length (m) Slender- ness Compression Tension Force/Strength Force/Strength 1 3 100 150 150 150 88888888 100 colo WNO 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 CS CS CS CS CS CS CS CS HSS HSS HSS HSS HSS CS CS CS CS CS CS CS CS CS CS Tube Tube Tube Tube Tube Tube Tube Tube Tube Tube Tube Tube Tube Tube Tube Tube Tube Tube Tube Tube Tube Tube Tube Tube Tube Tube Tube Tube Tube Tube 150 150 150 180 180 180 180 180 150 150 150 150 120 4.00 4.00 4.00 4.00 4.00 4.00 4.00 5.15 4.00 4.00 4.00 4.00 4.00 5.15 3.25 3.25 5.15 5.15 5.15 5.15 5.15 5.15 5.15 5.15 5.66 4.00 5.66 4.00 5.15 5.15 102.99 68.44 68.44 68.44 102.99 68.44 68.44 88.18 57.22 57.22 57.22 57.22 57.22 88.18 55.60 55.60 88.18 110.59 120.10 88.18 110.59 120.10 88.18 88.18 76.46 68.44 76.46 68.44 69.66 69.66 0.40 0.67 0.27 0.00 0.37 0.74 0.26 0.63 0.52 0.89 0.85 0.84 0.48 0.70 0.47 0.43 0.00 0.71 0.79 0.00 0.76 0.80 0.00 0.00 0.78 0.81 0.78 0.59 0.61 0.59 0.65 0.00 0.16 0.40 0.72 0.00 0.16 0.13 0.00 0.00 0.00 0.00 0.00 0.12 0.06 0.12 0.77 0.26 0.45 0.77 0.26 0.48 0.72 0.70 0.00 0.00 0.00 0.01 0.00 0.00 110 150 CS ||| HSS CS HSS CS CS CS 120 110 150 150 190 150 190 150 190 190 13 GO 19 LS 29 16 ! 6 -1 125 27 28 Floor Beam Concrete Deck Asphalt Road Surface Dennis H. Mahan M ni Cost Calculations Report Type of Cost Material Cost (M) Item Carbon Steel Hollow Tube High Strength Low-Alloy Steel Hollow Tube Connection Cast (C) Product Cost (P) 2 - 100x100x5 mm Carbon Steel Tube 2 - 110x110x5 mm Carbon Steel Tube 2 - 120x120x6 mm Carbon Steel Tube 15-150x150x7 mm Carbon Steel Tube 5 - 180x180x9 mm High-Strength Low Alloy Steel Tube 2 - 190x190x9 mm Carbon Steel Tube 2 - 190x190x9 mm H13-Strength Low-Alloy Steel Tube Deck Cost Excavation Cost Abutment Cost Pier Cost Cable Anchorage Cost M+C+P+S Cost Calculation Cost (3094.2 kg) x ($6.30 per kg) x (2 Trusses) $38,987.22 (1545.2 kg) x ($7.00 per kg) x (2 Trusses) $21,632.73 (16 Joints) x 400.0 per joint) x (2 Trusses) $12,800.00 ($1,000.00 per Product) $1,000.00 ($1,000.00 per Product) $1,000.00 (51,000.00 per Product) $1,000.00 (51,000.00 per Product $1,000.00 ($1,000.00 per Product) $1,000.00 (51,000.00 per Product) = $1,000.00 ($1,000.00 per Product $1,000.00 (74-meter panels 55,100.00 per panel) $35,700.00 (54,100 cubic meters) x ($1.00 per cubic meter) = $54,100.00 (2 arch abutments) x ($11,650.00 per abutment) $23,300,00 No pier $0.00 No anchorages $0.00 $60,619.95 + $12,800.00 + $7,000.00+ $113,100.00 = $193,519.95 Site Cost (S) Total Cost Help... Copy to clipboard Print Close Load Test Results Material Type # Cross Size Section (mm) Length (m) Slender- ness Compression Tension Force/Strength Force/Strength 1 3 100 150 150 150 88888888 100 colo WNO 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 CS CS CS CS CS CS CS CS HSS HSS HSS HSS HSS CS CS CS CS CS CS CS CS CS CS Tube Tube Tube Tube Tube Tube Tube Tube Tube Tube Tube Tube Tube Tube Tube Tube Tube Tube Tube Tube Tube Tube Tube Tube Tube Tube Tube Tube Tube Tube 150 150 150 180 180 180 180 180 150 150 150 150 120 4.00 4.00 4.00 4.00 4.00 4.00 4.00 5.15 4.00 4.00 4.00 4.00 4.00 5.15 3.25 3.25 5.15 5.15 5.15 5.15 5.15 5.15 5.15 5.15 5.66 4.00 5.66 4.00 5.15 5.15 102.99 68.44 68.44 68.44 102.99 68.44 68.44 88.18 57.22 57.22 57.22 57.22 57.22 88.18 55.60 55.60 88.18 110.59 120.10 88.18 110.59 120.10 88.18 88.18 76.46 68.44 76.46 68.44 69.66 69.66 0.40 0.67 0.27 0.00 0.37 0.74 0.26 0.63 0.52 0.89 0.85 0.84 0.48 0.70 0.47 0.43 0.00 0.71 0.79 0.00 0.76 0.80 0.00 0.00 0.78 0.81 0.78 0.59 0.61 0.59 0.65 0.00 0.16 0.40 0.72 0.00 0.16 0.13 0.00 0.00 0.00 0.00 0.00 0.12 0.06 0.12 0.77 0.26 0.45 0.77 0.26 0.48 0.72 0.70 0.00 0.00 0.00 0.01 0.00 0.00 110 150 CS ||| HSS CS HSS CS CS CS 120 110 150 150 190 150 190 150 190 190 13 GO 19 LS 29 16 ! 6 -1 125 27 28 Floor Beam Concrete Deck Asphalt Road Surface Dennis H. Mahan M ni