| CONDITIONS | BEAM POCKET BP-LARGE | WOOD STYRO VOID |
|---|---|---|
| DESIGN LOAD DEAD AND LIVE | 165000 LBS | 83000 LBS |
| SHIMS UNDER BEAM | NO | YES |
| ANCHOR BOLTS INCLUDED | YES | NO |
| DEBRIS AFTER INSTALL | 8 OUNCES SHT METAL - RECYCABLE | 1150 CU IN WOOD OR STYRO -NON RECYCABLE |
| ***criteria for comparsion | w21 beam | w21 beam with 2 in grout and steel shim |
| COST | BEAM POCKET BP-LARGE | WOOD STYRO VOID | ||
|---|---|---|---|---|
| MATERIALS | . | . | . | . |
| BEAM POCKET LARGE | $225 | |||
| STEEL SHIMS | $15 | |||
| PLY WOOD 2X6 STUDS | $25 | |||
| COST TO DRILL WEB OR FLANGE | $25 | |||
| ANCHOR BOLTS | 0 | $20 | ||
| GROUT SUPPLY | $15 | $60 | ||
| LABOR | ||||
| TIME TO CUT AND ASSEMBLE WOOD | 1 HR X 60 | $60 | ||
| TIME TO ASSEMBLE BEAM POCKET LARGE | 0.07 HR x 60 | $4.20 | ||
| TIME TO PUT IN FORM | 0.25 HR X 60 | $15 | 0.5 HR X 60 | $30 |
| TIME TO SETUP SCAFFOLD FOR DRILLING BOLTS | . | 1 HR X 60 | $60 | |
| TIME TO INSTALL BOLTS | $0 | 0.5 HR X 60 | $30 | |
| TIME TO REMOVE FROM CONCRETE | 0.2 HR X60 | $12 | 2 HR X 60 | $120 |
| TIME TO ALIGN ANCHOR BOLTS AND BEAM HOLES | . | $0 | 0.5 HR X 60 | $30 |
| CRANE TIME TO SET BEAM | 0.16 HR X 400 | $64 | 1 HR X 400 | $400 |
| TIME TO ADJUST BEAM HEIGHT - NO CRANE | 0.25 HR X 60 | $15 | ||
| CRANE TIME TO ADJUST BEAM HEIGHT WITH SHIMS | 0.5 HR X 400 | $200 | ||
| TIME TO REMOVE DEBRIS | 0.25 HR X 60 | $15 | 0.6 HR X 60 | $36 |
| . | . | . | ||
|
TOTAL COST |
$365.20 |
--vs-- |
$1111.00 | |
| ***criteria for comparison | w21 beam | w21 beam with 2 in grout and steel shims | ||
| CONDITIONS | BEAM POCKET BP-LARGE | STEEL EMBED PLATE WITH TAB |
|---|---|---|
| DESIGN LOAD DEAD AND LIVE | 165000 LBS | 90000 LBS |
| WELDING ON-SITE INSPECTION NEEDED | NO | YES |
| ANCHOR BOLTS INCLUDED | YES | NO |
| ***criteria for comparison | w21 beam | w21 beam 3/4 IN PLATE 12X24 IN WITH 6X15 3/8 INTAB - 5 3/4 BOLTS |
| COST | BEAM POCKET BP-LARGE | EMBED PLATE | ||
|---|---|---|---|---|
| MATERIALS | . | . | . | . |
| BEAM POCKET LARGE | $225 | |||
| STEEL EMBED PLATE, TAB, BOLTS | $200 | |||
| COST TO DRILL WEB OR FLANGE | $25 | |||
| GROUT SUPPLY | $15 | |||
| LABOR | ||||
| TIME TO ASSEMBLE BEAM POCKET LARGE | 0.07 HR x 60 | $4.20 | ||
| TIME TO PUT IN FORM | 0.25 HR X 60 | $15 | 0.5 HR X 60 | $30 |
| TIME TO REMOVE FROM CONCRETE | 0.2 HR X60 | $12 | ||
| TIME TO SETUP SCAFFOLD FOR WELDER | . | 1 HR X 60 | $60 | |
| TIME TO WELD TAB 30 IN STRUCTURAL WELD | . | 1.5 HR X 90 | $135 | |
| COST TO INSPECT WELD | . | $75 | ||
| TIME TO ALIGN ANCHOR BOLTS AND BEAM HOLES | . | $0 | 0.5 HR X 60 | $30 |
| CRANE TIME TO SET BEAM | 0.16 HR X 400 | $64 | 1 HR X 400 | $400 |
| TIME TO ADJUST BEAM HEIGHT - NO CRANE | 0.25 HR X 60 | $15 | ||
| CRANE TIME TO ADJUST BEAM HEIGHT AND BOLT TOGETHER | 0.5 HR X 400 | $200 | ||
| TIME TO REMOVE DEBRIS | 0.25 HR X 60 | $15 | ||
| . | . | . | ||
|
TOTAL COST |
$365.20 |
--vs-- |
$1155.00 |
|
| ***criteria for comparison | w21 beam | w21 beam 3/4 IN PLATE 12X24 IN WITH 3/8 TAB - 5 3/4 BOLTS | ||