You are currently viewing a beta version of our website. If you spot anything unusual, kindly let us know.
Altmetrics
Downloads
325
Views
24
Comments
0
A peer-reviewed article of this preprint also exists.
This version is not peer-reviewed
Standard Shape Code | Equation | Shape Code 99s | Equation |
---|---|---|---|
00 | A | 99-01 | 2A + B – 0.86R – 2.4db |
12 | A + (B) – 0.43R – 1.2db | - | - |
Description | Contents |
---|---|
Location | Korea |
Building type | Highrise buildings for small-sized factories |
Site area | 10,720 m2 |
Building area | 6,317 m2 |
Total floor area | 72,916 m2 |
Number of floors | B2-F20 |
Structure | Reinforced Concrete (RC) |
Concrete strength (fcu) | 27 MPa |
Rebar yield strength (fy) | >D16, fy = 600 MPa |
Beam | Top | Bottom | ||||||
---|---|---|---|---|---|---|---|---|
Left End | Center | Right End | Continuous | Left End | Center | Right End | Continuous | |
G11A | 8 | 4 | 12 | 4 | 4 | 8 | 4 | 4 |
G11 | 14 | 4 | 14 | 4 | 5 | 8 | 5 | 4 |
G12 | 12 | 4 | 12 | 4 | 4 | 8 | 4 | 4 |
G13 | 15 | 4 | 15 | 4 | 5 | 10 | 5 | 4 |
G12A | 8 | 4 | 12 | 4 | 4 | 8 | 4 | 4 |
G6A | 7 | 3 | 7 | 3 | 3 | 6 | 3 | 3 |
G6 | 5 | 3 | 5 | 3 | 3 | 4 | 3 | 3 |
G26 | 6 | 3 | 6 | 3 | 3 | 5 | 3 | 3 |
Description | X Direction Beam | Y Direction Beam |
---|---|---|
Numbers of span in relevant direction | 7 spans | 8 spans |
Total length of span (∑lspan) | 62,700 mm | 69,600 mm |
Column width at the left-support end (Wl) | 800 mm | 1100 mm |
Column width at the right-support end (Wr) | 1000 mm | 1000 mm |
Beam depth (D) | 700 mm | 700 mm |
Concrete cover (c) | 50 mm | 50 mm |
Beam effective depth (d) | 639 mm | 639 mm |
Rebar diameter (db) | 22 mm | 22 mm |
Lapping/splicing length (lap) | 1300 mm | 1300 mm |
Tension hook anchorage length (lanchor_t) | 1180 mm | 1180 mm |
Rebar unit weight (wrebar) | 2.984 kg/m | 2.984 kg/m |
Rebar bending deduction (bmargin) | 59.51 mm | 59.51 mm |
Grid | Beam | Span Length (lspan) | Clear Span Length (Lcs) | Column Width at the Left-Support of a Beam (Wi) | Column Width at the Right-Support of a Beam (Wi+1) |
---|---|---|---|---|---|
X3-X4 | G11A | 9300 | 8500 | 800 | 800 |
X4-X5 | G11 | 9300 | 8400 | 800 | 1000 |
X5-X6 | G12 | 8400 | 7400 | 1000 | 1000 |
X6-X7 | G12 | 8400 | 7400 | 1000 | 1000 |
X7-X8-1 | G13 | 10200 | 9200 | 1000 | 1000 |
X8-1-X9-1 | G12 | 8700 | 7700 | 1000 | 1000 |
X9-1-X11 | G12A | 8400 | 7500 | 1000 | 800 |
Y4-Y5 | G6A | 10200 | 9100 | 1100 | 1100 |
Y5-Y6 | G6 | 8400 | 7700 | 1100 | 600 |
Y6-Y7 | G6 | 8400 | 7800 | 600 | 600 |
Y7-Y8 | G6 | 8400 | 7800 | 600 | 600 |
Y8-Y9 | G6 | 8400 | 7800 | 600 | 600 |
Y9-Y10 | G6A | 10200 | 9400 | 600 | 1000 |
Y10-Y11 | G26 | 7800 | 6900 | 1000 | 800 |
Y11-Y12 | G26 | 7800 | 6900 | 800 | 1000 |
Diameter (mm) | Special Length (m) | Number of Rebars | Total Quantity (ton) | Purchased Quantity (ton) | Waste Rate (%) |
---|---|---|---|---|---|
UHD22 | 11.3 | 1680 | 60.130 | 60.265 | 0.225- |
11.8 | 2520 | 86.010 | 86.567 | 0.644 | |
Total | 146.140 | 146.832 | 0.472 |
Diameter (mm) | Special Length (m) | Number of Rebars | Total Quantity (ton) | Purchased Quantity (ton) | Waste Rate (%) |
---|---|---|---|---|---|
UHD22 | 6.6 | 1575 | 30.686 | 31.601 | 2.90% |
11.6 | 1537 | 53.577 | 54.201 | 1.15 | |
Total | 84.263 | 85.802 | 1.79% |
Description | Waste Rate (%) | Total Quantity (ton) | Purchased Quantity (ton) | Coverage (%) | Cutting Waste (ton) |
---|---|---|---|---|---|
Special length without cutting | 0.44% | 124.637 | 125.190 | 59.33% | 0.553 |
Special length with cutting | 1.79% | 84.263 | 85.802 | 40.67% | 1.539 |
Total | 0.99% | 208.900 | 210.992 | 100% | 2.092 |
Description | Total Quantity (ton) | Purchased Quantity (ton) | Cutting Waste (ton) | Cutting Waste (%) |
---|---|---|---|---|
Original (O) | 213.478 | 240.616 | 27.138 | 11.28 |
Proposed (P) | 208.900 | 210.992 | 2.092 | 0.99 |
Reduction (O-P) | 4.578 | 29.624 | 25.046 | 10.29 |
Reduction rate (O-P)/P | 2.15% | 12.31% | 92.30% | 91.23% |
Diameter (mm) | Special Length (m) | Number of Rebars | Total Quantity (ton) | Purchased Quantity (ton) | Waste Rate (%) |
---|---|---|---|---|---|
Special length without the cutting pattern | |||||
UHD22 | 11.3 | 1680 | 60.130 | 60.265 | 0.23% |
11.8 | 1890 | 64.507 | 64.925 | 0.64% | |
Total | 124.637 | 125.190 | 0.44% | ||
Special length with cutting pattern | |||||
UHD22 | 11.9 | 2402 | 84.263 | 86.895 | 3.03% |
Total | 84.263 | 86.895 | 3.03% | ||
Overall | 208.900 | 212.085 | 1.50% |
Description | Quantity (ton) | CO2 Quantity (ton) | Rebar Cost (USD) | Carbon Cost (USD) | Total Cost (USD) |
---|---|---|---|---|---|
Original (O) | 240.616 | 833.98 | 216,555 | 29,190 | 245,745 |
Proposed (P) | 210.992 | 731.30 | 189,893 | 25,596 | 215,489 |
Reduction (O-P) | 29.624 | 102.68 | 26,662 | 3,594 | 30,256 |
Disclaimer/Publisher’s Note: The statements, opinions and data contained in all publications are solely those of the individual author(s) and contributor(s) and not of MDPI and/or the editor(s). MDPI and/or the editor(s) disclaim responsibility for any injury to people or property resulting from any ideas, methods, instructions or products referred to in the content. |
Submitted:
16 July 2023
Posted:
17 July 2023
You are already at the latest version
A peer-reviewed article of this preprint also exists.
This version is not peer-reviewed
Submitted:
16 July 2023
Posted:
17 July 2023
You are already at the latest version
Standard Shape Code | Equation | Shape Code 99s | Equation |
---|---|---|---|
00 | A | 99-01 | 2A + B – 0.86R – 2.4db |
12 | A + (B) – 0.43R – 1.2db | - | - |
Description | Contents |
---|---|
Location | Korea |
Building type | Highrise buildings for small-sized factories |
Site area | 10,720 m2 |
Building area | 6,317 m2 |
Total floor area | 72,916 m2 |
Number of floors | B2-F20 |
Structure | Reinforced Concrete (RC) |
Concrete strength (fcu) | 27 MPa |
Rebar yield strength (fy) | >D16, fy = 600 MPa |
Beam | Top | Bottom | ||||||
---|---|---|---|---|---|---|---|---|
Left End | Center | Right End | Continuous | Left End | Center | Right End | Continuous | |
G11A | 8 | 4 | 12 | 4 | 4 | 8 | 4 | 4 |
G11 | 14 | 4 | 14 | 4 | 5 | 8 | 5 | 4 |
G12 | 12 | 4 | 12 | 4 | 4 | 8 | 4 | 4 |
G13 | 15 | 4 | 15 | 4 | 5 | 10 | 5 | 4 |
G12A | 8 | 4 | 12 | 4 | 4 | 8 | 4 | 4 |
G6A | 7 | 3 | 7 | 3 | 3 | 6 | 3 | 3 |
G6 | 5 | 3 | 5 | 3 | 3 | 4 | 3 | 3 |
G26 | 6 | 3 | 6 | 3 | 3 | 5 | 3 | 3 |
Description | X Direction Beam | Y Direction Beam |
---|---|---|
Numbers of span in relevant direction | 7 spans | 8 spans |
Total length of span (∑lspan) | 62,700 mm | 69,600 mm |
Column width at the left-support end (Wl) | 800 mm | 1100 mm |
Column width at the right-support end (Wr) | 1000 mm | 1000 mm |
Beam depth (D) | 700 mm | 700 mm |
Concrete cover (c) | 50 mm | 50 mm |
Beam effective depth (d) | 639 mm | 639 mm |
Rebar diameter (db) | 22 mm | 22 mm |
Lapping/splicing length (lap) | 1300 mm | 1300 mm |
Tension hook anchorage length (lanchor_t) | 1180 mm | 1180 mm |
Rebar unit weight (wrebar) | 2.984 kg/m | 2.984 kg/m |
Rebar bending deduction (bmargin) | 59.51 mm | 59.51 mm |
Grid | Beam | Span Length (lspan) | Clear Span Length (Lcs) | Column Width at the Left-Support of a Beam (Wi) | Column Width at the Right-Support of a Beam (Wi+1) |
---|---|---|---|---|---|
X3-X4 | G11A | 9300 | 8500 | 800 | 800 |
X4-X5 | G11 | 9300 | 8400 | 800 | 1000 |
X5-X6 | G12 | 8400 | 7400 | 1000 | 1000 |
X6-X7 | G12 | 8400 | 7400 | 1000 | 1000 |
X7-X8-1 | G13 | 10200 | 9200 | 1000 | 1000 |
X8-1-X9-1 | G12 | 8700 | 7700 | 1000 | 1000 |
X9-1-X11 | G12A | 8400 | 7500 | 1000 | 800 |
Y4-Y5 | G6A | 10200 | 9100 | 1100 | 1100 |
Y5-Y6 | G6 | 8400 | 7700 | 1100 | 600 |
Y6-Y7 | G6 | 8400 | 7800 | 600 | 600 |
Y7-Y8 | G6 | 8400 | 7800 | 600 | 600 |
Y8-Y9 | G6 | 8400 | 7800 | 600 | 600 |
Y9-Y10 | G6A | 10200 | 9400 | 600 | 1000 |
Y10-Y11 | G26 | 7800 | 6900 | 1000 | 800 |
Y11-Y12 | G26 | 7800 | 6900 | 800 | 1000 |
Diameter (mm) | Special Length (m) | Number of Rebars | Total Quantity (ton) | Purchased Quantity (ton) | Waste Rate (%) |
---|---|---|---|---|---|
UHD22 | 11.3 | 1680 | 60.130 | 60.265 | 0.225- |
11.8 | 2520 | 86.010 | 86.567 | 0.644 | |
Total | 146.140 | 146.832 | 0.472 |
Diameter (mm) | Special Length (m) | Number of Rebars | Total Quantity (ton) | Purchased Quantity (ton) | Waste Rate (%) |
---|---|---|---|---|---|
UHD22 | 6.6 | 1575 | 30.686 | 31.601 | 2.90% |
11.6 | 1537 | 53.577 | 54.201 | 1.15 | |
Total | 84.263 | 85.802 | 1.79% |
Description | Waste Rate (%) | Total Quantity (ton) | Purchased Quantity (ton) | Coverage (%) | Cutting Waste (ton) |
---|---|---|---|---|---|
Special length without cutting | 0.44% | 124.637 | 125.190 | 59.33% | 0.553 |
Special length with cutting | 1.79% | 84.263 | 85.802 | 40.67% | 1.539 |
Total | 0.99% | 208.900 | 210.992 | 100% | 2.092 |
Description | Total Quantity (ton) | Purchased Quantity (ton) | Cutting Waste (ton) | Cutting Waste (%) |
---|---|---|---|---|
Original (O) | 213.478 | 240.616 | 27.138 | 11.28 |
Proposed (P) | 208.900 | 210.992 | 2.092 | 0.99 |
Reduction (O-P) | 4.578 | 29.624 | 25.046 | 10.29 |
Reduction rate (O-P)/P | 2.15% | 12.31% | 92.30% | 91.23% |
Diameter (mm) | Special Length (m) | Number of Rebars | Total Quantity (ton) | Purchased Quantity (ton) | Waste Rate (%) |
---|---|---|---|---|---|
Special length without the cutting pattern | |||||
UHD22 | 11.3 | 1680 | 60.130 | 60.265 | 0.23% |
11.8 | 1890 | 64.507 | 64.925 | 0.64% | |
Total | 124.637 | 125.190 | 0.44% | ||
Special length with cutting pattern | |||||
UHD22 | 11.9 | 2402 | 84.263 | 86.895 | 3.03% |
Total | 84.263 | 86.895 | 3.03% | ||
Overall | 208.900 | 212.085 | 1.50% |
Description | Quantity (ton) | CO2 Quantity (ton) | Rebar Cost (USD) | Carbon Cost (USD) | Total Cost (USD) |
---|---|---|---|---|---|
Original (O) | 240.616 | 833.98 | 216,555 | 29,190 | 245,745 |
Proposed (P) | 210.992 | 731.30 | 189,893 | 25,596 | 215,489 |
Reduction (O-P) | 29.624 | 102.68 | 26,662 | 3,594 | 30,256 |
Disclaimer/Publisher’s Note: The statements, opinions and data contained in all publications are solely those of the individual author(s) and contributor(s) and not of MDPI and/or the editor(s). MDPI and/or the editor(s) disclaim responsibility for any injury to people or property resulting from any ideas, methods, instructions or products referred to in the content. |
M. Sol-Sánchez
et al.
Sustainability,
2022
Eunbin Hong
et al.
Applied Sciences,
2022
Ruilin You
et al.
Sustainability,
2022
© 2024 MDPI (Basel, Switzerland) unless otherwise stated