Steel takeoff quantity from the project plan
albu
steel_take_off_33.xlsx
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 |
