- Category: Structural Steelwork
- Hits: 3867
| Structural member |
kg/m
|
| Plate thickness |
mm
|
| Fabrication man-hours | ||
|---|---|---|
| Structural member | 0.0 | mhr/t |
| Plate fabrication | 0.0 | mhr/t |
| Erection/installation man-hours | ||
|---|---|---|
| Structural member installation | 0.0 | mhr/t |
| Plate installation | 0.0 | mhr/t |
Alloy Man-hour Adjustments
Material Classification Groups
| LABOR OPERATIONS | 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 |
|---|---|---|---|---|---|---|---|---|---|
| BENDS | 1.25 | 1.25 | 1.25 | 1.25 | 1.25 | 1.25 | 2.75 | 1.75 | 1.25 |
| WELDS | 1.5 | 1.75 | 2.25 | 1.75 | 1.75 | 1.75 | 2.75 | 2.75 | 2.75 |
| LOCAL STRESS RELIEF | 1.25 | 1.25 | 1.25 | - | - | - | - | - | - |
| GROUP 1 | GROUP 4 | GROUP 8 | |
|---|---|---|---|
| ASTM A335-P1 | .50%Moly | Stainless Steels | Stainless Steels - Types 317, 321, 347 |
| ASTM A335-P2 | .50-.70% Chrome | Types 304, 309, 310, 316, Duplex | Copper-Nickel |
| ASTM A335-P12 | 85-1.10% Chrome | (including "L" & "H" Grades) | Monel |
| ASTM A335-P11 | 1.05-1.45% Chrome | Inconel | |
| ASTM A335-P3 | 1.50-2.00% Chrome | GROUP 5 | Incoloy |
| Copper and Brass | Alloy 20 | ||
| GROUP 2 | HF Modified | ||
| ASTM A335-P3b | l.75-2.25% Chrome | GROUP 6 | |
| ASTM A335-P22 | 2.00-2.50% Chrome | Low Temp Carbon Steel (see Note 5) | GROUP 9 |
| ASTMA335-P21 | 2.75-3.25% Chrome | ASTM A333 Gr. 1 (see Note 6) | Aluminium |
| ASTM A335-P5.b.c | 4.00-6.00% Chrome | ASTM A333 Gr. 4 | |
| ASTM A333 Gr. 9 (see Note 6) | |||
| GROUP 3 | |||
| ASTM A335-P7 | 6.00-8.00% Chrome | GROUP 7 | |
| ASTM A335-P9 | 8.00-10.00% Chrome | Hastelloy | |
| Ferritic Chromes | 10.00-15.00% Chrome | Titanium | |
| ASTM A333 Gr. 3 | 3.50% Nickel | 99% Nickel |
ALLOY MATERIAL ADJUSTMENT NOTES
1. Apply the appropriate multiplier above to the corresponding Carbon Steel labor operation.
2. Adjustments shown above apply to all wall thicknesses.
3. The molybdenum content in alloys listed in Groups 1 through 3 inclusive, shall not exceed 1%.
4. Adjustments for alloys other than those listed above will have to be researched. Consult Piping lead engineer.
5. Low Temp Carbon Steel type ASTM-A333 Gr. 6 is standard Carbon Steel material and alloy adjustments do not apply.
6. Where standard Carbon Steel welding procedures and filler metal can be used, alloy adjustments will not apply to Low Temp Carbon Steel types ASTM A333 Gr. 1 and ASTM A333 Gr. 9. Consult Piping lead engineer.
- Category: Structural Steelwork
- Hits: 14949
Construction Man-hour Norms
| Description | Tasks | Unit | Tradesman Hours | Labourer Hours |
| Sand blast and paint | ||||
| Light sections | tonne | 8.00 | ||
| Heavy sections | tonne | 5.00 |
- Category: Structural Steelwork
- Hits: 12891
Planning and Estimating Production Rates
| Task / Description | Slow | Ave | Fast | Units |
| Steel Frame and Roof Members | 3.4 | - | 4.6 | Tons/day |
| Wall Frame, Bow String Truss and Frame | - | 1.6 | - | Tons/day |
| Roof Frame, Curved Truss and Frame | - | 5.2 | - | Tons/day |
| Wall Frame, Glazed Frame and Atrium | - | 0.3 | - | Tons/day |
