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Steel Takeoff Quantity From The Project Plan
Sheet1
| Estimating Work Sheet | ||||||||
| STEEL Takeoff | ||||||||
| project: | Class Assignment | Estimate NO. | 1 | |||||
| Location | none | Sheet NO. | 1 of 1 | |||||
| Architect: | None | Date. | 3 \ 25 \ 2014 | |||||
| Item: | None | BY —– checked —– | ||||||
| Description | Designation | Count | L(ft.) | SF. | Pounds/ft | Sq. | Quantity | |
| Beams | uint | |||||||
| B1 | W14X22 | 20 | 28 | 22 | 12320.00 | Pounds | ||
| B2 | W14X20 | 4 | 18 | 20 | 1440.00 | Pounds | ||
| B3 | W14X26 | 4 | 28 | 26 | 2912.00 | Pounds | ||
| B4 | W14X26 | 2 | 24 | 26 | 1248.00 | Pounds | ||
| Columns | ||||||||
| C1 | W20X32 | 2 | 12 | 32 | 768.00 | Pounds | ||
| C2 | W20X30 | 2 | 12 | 30 | 720.00 | Pounds | ||
| C3 | W20X28 | 2 | 12 | 28 | 672.00 | Pounds | ||
| C4 | W20X26 | 1 | 12 | 26 | 312.00 | Pounds | ||
| C5 | W20X24 | 2 | 12 | 24 | 576.00 | Pounds | ||
| C6 | W20X22 | 2 | 21 | 22 | 924.00 | Pounds | ||
| C7 | W20X20 | 4 | 21 | 20 | 1680.00 | Pounds | ||
| Spandrel Beam | ||||||||
| SB1 | W16X28 | 8 | 28 | 28 | 6272.00 | Pounds | ||
| SB2 | W16X22 | 8 | 28 | 22 | 4928.00 | Pounds | ||
| Girder | ||||||||
| G2 | W16X26 | 4 | 32 | 26 | 3328.00 | Pounds | ||
| G4 | W16X30 | 2 | 32 | 30 | 1920.00 | Pounds | ||
| G6 | W16X28 | 6 | 32 | 28 | 5376.00 | Pounds | ||
| Spandrel Girder | ||||||||
| SG1 | W18X30 | 2 | 32 | 30 | 1920.00 | Pounds | ||
| SG3 | W18X36 | 2 | 32 | 36 | 2304.00 | Pounds | ||
| SG5 | W18X22 | 4 | 32 | 22 | 2816.00 | Pounds | ||
| Joists | ||||||||
| 1 | 18K10 | 24 | 28 | 11.7 | 7862.40 | Pounds | ||
| 2 | 18K11 | 4 | 18 | 11.7 | 842.40 | Pounds | ||
| Decking | Corragatated Steel | Roof Area | 7168 | = | 71.68 | |||
| Total Quantity of Steel | 61140.80 | Pounds |