3-Steel-quantity

3-Steel-quantity - 6 401 401 57 22857 W10X12 274284 Ext....

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Estimate Work Sheet Project: __________________ Location: __________________ Architect:__________________ STEEL FOR BEAMS,GRIDERSAND COLUMN Items: __________________ Description Width Pcs Number Length Quantity Unit of Pcs Steel Size total weight Ft. In. In O.C. Used Ft. Total Lengt pound FIRST FOOR Beam 200 0 6 401 401 57 22857 W18X10 228570 Ext. Grider 57 0 38 2 2 200 400 W12X26 10400 Int. Grider 19 0 19 2 2 200 400 W12W40 16000 Column wall Ext or(2) 17 12 204 W18X31 6324 Col. wall Ext in conner (1) 6 12 72 W8X31 2232 Int Column 16 12 192 W8X40 7680 TOTAL VOLM OF STEEL FOR THE FIRST FLOOF 271206 SECOND FLOOF Beam 200 0 6 401 401 57 22857 W10X12 274284 Ext. Grider 57 0 38 2 2 200 400 w18x35 14000 Int. Grider 19 0 19 2 2 200 400 W21X55 22000 Column wall Ext or(2) 17 12 204 W18X31 6324 Col. wall Ext in conner (1) 6 12 72 W8X31 2232 Int Column 16 12 192 W8X40 7680 TOTAL VOLM OF STEEL FOR THE SECOND FLOOF 326520 THIRD FOOR Beam 200
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Unformatted text preview: 6 401 401 57 22857 W10X12 274284 Ext. Grider 57 38 2 2 200 400 w18x35 14000 Int. Grider 19 19 2 2 200 400 W21X55 22000 Column wall Ext or(2) 17 12 204 W18X31 6324 Col. wall Ext in conner (1) 6 12 72 W8X31 2232 Int Column (3) 16 12 192 W8X31 5952 TOTAL VOLM OF STEEL FOR THE THIRD FLOOF 324792 FOURTH FLOOR Cost Code Bar Spacing Beam 200 6 401 401 57 22857 W10X12 274284 Ext. Grider 57 38 2 2 200 400 w18x35 14000 Int. Grider 19 19 2 2 200 400 W21X55 22000 Column wall Ext or(2) 17 12 204 W18X31 6324 Col. wall Ext in conner (1) 6 12 72 W8X31 2232 Int Column (3) 16 12 192 W8X31 5952 324792 For all fooor 1247310 Add 10% for wast 1259783.1 pounds Total steel for all floors 6298.92 tones...
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This note was uploaded on 08/29/2011 for the course CGN 4930 taught by Professor Prieto-portar during the Spring '11 term at FIU.

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3-Steel-quantity - 6 401 401 57 22857 W10X12 274284 Ext....

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