TOA CORPORATION

THE PORT VILA LAPETASI INTERNATIONAL MULTI-PURPOSE WHARF DEVELOPMENT PROJECT

DETAILED CALCULATIONS
Item No. 4-H.a-5-1
Description of Work: Structural Steel including Erection

Unit Wt,
Description unit H, mm B, mm L, m nos kg/m Weight, kg Rem
A B C AxBxC
Administration Building

4-H.a-5.1
Structural steel incl Erection 27.54 ton

Columns
X1 Framing Elevation / bet Y1-Y4
P1 H-200x200x8x12 kg 200 200 0.514 2 49.90 51.30 S-1101-3
P2 H-250x250x9x14 kg 250 250 0.511 2 71.80 73.38
X2 Framing Elevation / bet Y1-Y4
P1 H-200x200x8x12 kg 200 200 0.546 1 49.90 27.25
P1 H-200x200x8x12 kg 200 200 2.562 1 49.90 127.84
P1 H-200x200x8x12 kg 200 200 0.532 1 49.90 26.55
X3 Framing Elevation / bet Y1-Y4
P1 H-200x200x8x12 kg 200 200 0.544 2 49.90 54.29
P1 H-200x200x8x12 kg 200 200 2.694 1 49.90 134.43
P1 H-200x200x8x12 kg 200 200 2.682 1 49.90 133.83
X4 Framing Elevation / bet Y1-Y4
P1 H-200x200x8x12 kg 200 200 0.544 2 49.90 54.29
P1 H-200x200x8x12 kg 200 200 2.694 1 49.90 134.43
P1 H-200x200x8x12 kg 200 200 2.682 1 49.90 133.83
X5 Framing Elevation / bet Y1-Y4
P1 H-200x200x8x12 kg 200 200 0.544 2 49.90 54.29
P1 H-200x200x8x12 kg 200 200 2.694 1 49.90 134.43
X6 Framing Elevation / bet Y1-Y4
P1 H-200x200x8x12 kg 200 200 0.544 2 49.90 54.29
P1 H-200x200x8x12 kg 200 200 1.707 1 49.90 85.18
X7 Framing Elevation / bet Y4-Y1
P1 H-200x200x8x12 kg 200 200 0.514 2 49.90 51.30 S-1101-4
P2 H-250x250x9x14 kg 250 250 0.511 2 71.80 73.38
1,404.29
Girders & Beams
X1 Framing Elevation / bet Y1-Y4
B4 H-298x149x5.5x8 kg 298 149 6.920 1 32.00 221.44 S-1101-3
B6 H-200x100x5.5x8 kg 200 100 3.090 1 20.90 64.58
B4 H-298x149x5.5x8 kg 298 149 6.880 1 32.00 220.16
X2 Framing Elevation / bet Y1-Y4
CB2 H-350x175x7x11 kg 350 175 1.948 1 49.40 96.23
B2 H-350x175x7x11 kg 350 175 7.021 1 49.40 346.84
B2 H-350x175x7x11 kg 350 175 0.230 1 49.40 11.36
B1 H-500x200x10x16 kg 500 200 3.498 1 88.20 308.52
B1 H-500x200x10x16 kg 500 200 6.282 1 88.20 554.07
B1 H-500x200x10x16 kg 500 200 0.731 1 88.20 64.47
CB2 H-350x175x7x11 kg 350 175 1.944 1 49.40 96.03
X3 Framing Elevation / bet Y1-Y4
CB2 H-350x175x7x11 kg 350 175 1.948 1 49.40 96.23
B2 H-350x175x7x11 kg 350 175 7.156 1 49.40 353.51
B6 H-200x100x5.5x8 kg 200 100 1.592 1 20.90 33.27
B6 H-200x100x5.5x8 kg 200 100 1.634 1 20.90 34.15
B2 H-350x175x7x11 kg 350 175 7.114 1 49.40 351.43
CB2 H-350x175x7x11 kg 350 175 1.948 1 49.40 96.23
X4 Framing Elevation / bet Y1-Y4
CB2 H-350x175x7x11 kg 350 175 1.950 1 49.40 96.33
B2 H-350x175x7x11 kg 350 175 7.156 1 49.40 353.51

Page 1 of 11
 TOA CORPORATION
THE PORT VILA LAPETASI INTERNATIONAL MULTI-PURPOSE WHARF DEVELOPMENT PROJECT
DETAILED CALCULATIONS
Item No. 4-H.a-5-1
Description of Work: Structural Steel including Erection

Unit Wt,
Description unit H, mm B, mm L, m nos kg/m Weight, kg Rem
A B C AxBxC
B6 H-200x100x5.5x8 kg 200 100 1.592 1 20.90 33.27
B6 H-200x100x5.5x8 kg 200 100 1.634 1 20.90 34.15
B2 H-350x175x7x11 kg 350 175 7.114 1 49.40 351.43
CB2 H-350x175x7x11 kg 350 175 1.948 1 49.40 96.23
X5 Framing Elevation / bet Y1-Y4
CB2 H-350x175x7x11 kg 350 175 1.948 1 49.40 96.23
B2 H-350x175x7x11 kg 350 175 7.156 1 49.40 353.51
B1 H-500x200x10x16 kg 500 200 0.990 1 88.20 87.32
B1 H-500x200x10x16 kg 500 200 1.146 1 88.20 101.08
B1 H-500x200x10x16 kg 500 200 7.744 1 88.20 683.02
B1 H-500x200x10x16 kg 500 200 0.731 1 88.20 64.47
CB2 H-350x175x7x11 kg 350 175 1.944 1 49.40 96.03
X6 Framing Elevation / bet Y1-Y4
CB2 H-350x175x7x11 kg 350 175 1.944 1 49.40 96.03
B2 H-350x175x7x11 kg 350 175 4.048 1 49.40 199.97
B2 H-350x175x7x11 kg 350 175 3.078 1 49.40 152.05
B1 H-500x200x10x16 kg 500 200 6.348 1 88.20 559.89
B1 H-500x200x10x16 kg 500 200 3.307 1 88.20 291.68
B1 H-500x200x10x16 kg 500 200 0.731 1 88.20 64.47
CB2 H-350x175x7x11 kg 350 175 1.944 1 49.40 96.03
X7 Framing Elevation / bet Y1-Y4
B4 H-298x149x5.5x8 kg 298 149 6.880 1 32.00 220.16 S-1101-4
B6 H-200x100x5.5x8 kg 200 100 3.090 1 20.90 64.58
B4 H-298x149x5.5x8 kg 298 149 6.920 1 32.00 221.44
Y1 Framing Elevation / bet X7-X1
B6 H-200x100x5.5x8 kg 200 100 3.730 1 20.90 77.96
B6 H-200x100x5.5x8 kg 200 100 4.030 1 20.90 84.23
B5 H-248x124x5x8 kg 248 124 5.180 1 25.10 130.02
B6 H-200x100x5.5x8 kg 200 100 3.730 1 20.90 77.96
B5 H-248x124x5x8 kg 248 124 4.980 1 25.10 125.00
B4 H-298x149x5.5x8 kg 298 149 6.580 1 32.00 210.56
Y2 Framing Elevation / bet X7-X1
CB2 H-350x175x7x11 kg 350 175 1.948 1 49.40 96.23
B2 H-350x175x7x11 kg 350 175 3.826 1 49.40 189.00
B6 H-200x100x5.5x8 kg 200 100 3.067 1 20.90 64.10
B6 H-200x100x5.5x8 kg 200 100 0.866 1 20.90 18.10
B5 H-248x124x5x8 kg 248 124 5.180 1 25.10 130.02
B6 H-200x100x5.5x8 kg 200 100 3.730 1 20.90 77.96
B5 H-248x124x5x8 kg 248 124 4.748 1 25.10 119.17
B5 H-248x124x5x8 kg 248 124 0.242 1 25.10 6.07
B2 H-350x175x7x11 kg 350 175 6.801 1 49.40 335.97
CB2 H-350x175x7x11 kg 350 175 1.948 1 49.40 96.23
Y2+1860 Framing Elevation / bet X7-X1
B5 H-248x124x5x8 kg 248 124 0.485 1 25.10 12.17 S-1101-5
B5 H-248x124x5x8 kg 248 124 4.735 1 25.10 118.85 S-1101-5
B6 H-200x100x5.5x8 kg 200 100 3.770 1 20.90 78.79
B5 H-248x124x5x8 kg 248 124 3.135 1 25.10 78.69
B5 H-248x124x5x8 kg 248 124 1.947 1 25.10 48.87
Y3 Framing Elevation / bet X7-X1
CB2 H-350x175x7x11 kg 350 175 1.948 1 49.40 96.23
B2 H-350x175x7x11 kg 350 175 3.826 1 49.40 189.00
B5 H-248x124x5x8 kg 248 124 3.011 1 25.10 75.58
B6 H-200x100x5.5x8 kg 200 100 0.906 1 20.90 18.94
B5 H-248x124x5x8 kg 248 124 5.180 1 25.10 130.02

Page 2 of 11
 TOA CORPORATION
THE PORT VILA LAPETASI INTERNATIONAL MULTI-PURPOSE WHARF DEVELOPMENT PROJECT
DETAILED CALCULATIONS
Item No. 4-H.a-5-1
Description of Work: Structural Steel including Erection

Unit Wt,
Description unit H, mm B, mm L, m nos kg/m Weight, kg Rem
A B C AxBxC
B6 H-200x100x5.5x8 kg 200 100 3.730 1 20.90 77.96
B5 H-248x124x5x8 kg 248 124 4.788 1 25.10 120.18
B5 H-248x124x5x8 kg 248 124 0.200 1 25.10 5.02
B2 H-350x175x7x11 kg 350 175 6.801 1 49.40 335.97
CB2 H-350x175x7x11 kg 350 175 1.948 1 49.40 96.23
Y4 Framing Elevation / bet X7-X1
B6 H-200x100x5.5x8 kg 200 100 3.730 1 20.90 77.96
B6 H-200x100x5.5x8 kg 200 100 4.030 1 20.90 84.23
B5 H-248x124x5x8 kg 248 124 5.180 1 25.10 130.02
B6 H-200x100x5.5x8 kg 200 100 3.730 1 20.90 77.96
B5 H-248x124x5x8 kg 248 124 4.980 1 25.10 125.00
B4 H-298x149x5.5x8 kg 298 149 6.580 1 32.00 210.56
Y1-1780 Framing Elevation / bet X7-X1
B8 H-250x255x14x14 kg 250 255 5.593 1 81.60 456.39 S-1101-9
B6 H-200x100x5.5x8 kg 200 100 4.055 1 20.90 84.75
B5 H-248x124x5x8 kg 248 124 5.205 1 25.10 130.65
B6 H-200x100x5.5x8 kg 200 100 3.755 1 20.90 78.48
B5 H-248x124x5x8 kg 248 124 5.005 1 25.10 125.63
B8 H-250x255x14x14 kg 250 255 8.443 1 81.60 688.95
Y4+1780 Framing Elevation / bet X7-X1 `
B8 H-250x255x14x14 kg 250 255 8.443 1 81.60 688.95
B5 H-248x124x5x8 kg 248 124 5.005 1 25.10 125.63
B6 H-200x100x5.5x8 kg 200 100 3.755 1 20.90 78.48
B5 H-248x124x5x8 kg 248 124 5.205 1 25.10 130.65
B6 H-200x100x5.5x8 kg 200 100 4.055 1 20.90 84.75
B8 H-250x255x14x14 kg 250 255 5.593 1 81.60 456.39
X7-1780 Framing Elevation / bet Y4-Y1
B8 H-250x255x14x14 kg 250 255 8.743 1 81.60 713.43 S-1101-10
B6 H-200x100x5.5x8 kg 200 100 3.115 1 20.90 65.10
B8 H-250x255x14x14 kg 250 255 8.782 1 81.60 716.61
X1+1780 Framing Elevation / bet Y1-Y4
B8 H-250x255x14x14 kg 250 255 8.783 1 81.60 716.69
B6 H-200x100x5.5x8 kg 200 100 3.115 1 20.90 65.10
B8 H-250x255x14x14 kg 250 255 8.743 1 81.60 713.43
X1-2575 / bet Y1-Y4
B7 H-150x75x5x7 kg 150 75 1.703 1 14.00 23.84 S-1101-2
B7 H-150x75x5x7 kg 150 75 2.153 1 14.00 30.14
B5 H-248x124x5x8 kg 248 124 4.400 1 25.10 110.44
B6 H-200x100x5.5x8 kg 200 100 3.115 1 20.90 65.10
B5 H-248x124x5x8 kg 248 124 4.440 1 25.10 111.44
B7 H-150x75x5x7 kg 150 75 2.153 1 14.00 30.14
B7 H-150x75x5x7 kg 150 75 1.703 1 14.00 23.84
X2+1850 / bet Y2-Y3
B6 H-200x100x5.5x8 kg 200 100 2.037 1 20.90 42.57
B6 H-200x100x5.5x8 kg 200 100 3.115 1 20.90 65.10
B6 H-200x100x5.5x8 kg 200 100 2.077 1 20.90 43.41
X5-875 / bet Y2-Y3
B6 H-200x100x5.5x8 kg 200 100 3.011 1 20.90 62.93
X6+550 / bet Y2-Y3
B6 H-200x100x5.5x8 kg 200 100 2.134 1 20.90 44.60
B6 H-200x100x5.5x8 kg 200 100 3.178 1 20.90 66.42
B6 H-200x100x5.5x8 kg 200 100 2.186 1 20.90 45.69
X6-1825 / bet Y1-Y4
B7 H-150x75x5x7 kg 150 75 1.728 1 14.00 24.19

Page 3 of 11
 TOA CORPORATION
THE PORT VILA LAPETASI INTERNATIONAL MULTI-PURPOSE WHARF DEVELOPMENT PROJECT
DETAILED CALCULATIONS
Item No. 4-H.a-5-1
Description of Work: Structural Steel including Erection

Unit Wt,
Description unit H, mm B, mm L, m nos kg/m Weight, kg Rem
A B C AxBxC
B7 H-150x75x5x7 kg 150 75 2.179 1 14.00 30.51
B5 H-248x124x5x8 kg 248 124 4.400 1 25.10 110.44
B6 H-200x100x5.5x8 kg 200 100 3.115 1 20.90 65.10
B5 H-248x124x5x8 kg 248 124 4.440 1 25.10 111.44
B7 H-150x75x5x7 kg 150 75 2.179 1 14.00 30.51
B7 H-150x75x5x7 kg 150 75 1.728 1 14.00 24.19
Y1+2575 / bet X7-X1
B7 H-150x75x5x7 kg 150 75 1.703 1 14.00 23.84
B7 H-150x75x5x7 kg 150 75 2.153 1 14.00 30.14
B6 H-200x100x5.5x8 kg 200 100 1.262 1 20.90 26.38
B6 H-200x100x5.5x8 kg 200 100 4.055 1 20.90 84.75
B5 H-248x124x5x8 kg 248 124 5.205 1 25.10 130.65
B6 H-200x100x5.5x8 kg 200 100 3.755 1 20.90 78.48
B5 H-248x124x5x8 kg 248 124 5.005 1 25.10 125.63
B6 H-200x100x5.5x8 kg 200 100 4.112 1 20.90 85.94
B7 H-150x75x5x7 kg 150 75 2.153 1 14.00 30.14
B7 H-150x75x5x7 kg 150 75 1.703 1 14.00 23.84
Y2-2190 / bet X6-X2
B6 H-200x100x5.5x8 kg 200 100 3.208 1 20.90 67.05
B5 H-248x124x5x8 kg 248 124 5.205 1 25.10 130.65
B6 H-200x100x5.5x8 kg 200 100 3.755 1 20.90 78.48
B5 H-248x124x5x8 kg 248 124 5.005 1 25.10 125.63
B6 H-200x100x5.5x8 kg 200 100 1.737 1 20.90 36.30
Y3+2150 / bet X6-X2
B6 H-200x100x5.5x8 kg 200 100 3.196 1 20.90 66.80
B5 H-248x124x5x8 kg 248 124 5.193 1 25.10 130.34
B6 H-200x100x5.5x8 kg 200 100 3.755 1 20.90 78.48
B5 H-248x124x5x8 kg 248 124 4.993 1 25.10 125.32
B6 H-200x100x5.5x8 kg 200 100 1.724 1 20.90 36.03
Y4-2575 / bet X7-X1
B7 H-150x75x5x7 kg 150 75 1.703 1 14.00 23.84
B7 H-150x75x5x7 kg 150 75 2.153 1 14.00 30.14
B6 H-200x100x5.5x8 kg 200 100 1.249 1 20.90 26.10
B6 H-200x100x5.5x8 kg 200 100 4.030 1 20.90 84.23
B5 H-248x124x5x8 kg 248 124 5.193 1 25.10 130.34
B6 H-200x100x5.5x8 kg 200 100 3.755 1 20.90 78.48
B5 H-248x124x5x8 kg 248 124 4.993 1 25.10 125.32
B6 H-200x100x5.5x8 kg 200 100 4.099 1 20.90 85.67
B7 H-150x75x5x7 kg 150 75 2.153 1 14.00 30.14
B7 H-150x75x5x7 kg 150 75 1.703 1 14.00 23.84
X7-X5 (at corner ridge)
CB1 H-340x250x9x14 kg 340 250 2.223 1 78.10 173.62
B3 H-340x250x9x14 kg 340 250 5.331 1 78.10 416.35
B4 H-298x149x5.5x8 kg 298 149 5.672 1 32.00 181.50
B6 H-200x100x5.5x8 kg 200 100 0.466 1 20.90 9.74
B6 H-200x100x5.5x8 kg 200 100 0.466 1 20.90 9.74
B4 H-298x149x5.5x8 kg 298 149 5.690 1 32.00 182.08
B3 H-340x250x9x14 kg 340 250 5.349 1 78.10 417.76
CB1 H-340x250x9x14 kg 340 250 2.223 1 78.10 173.62
X2-X1 (at corner ridge)
CB1 H-340x250x9x14 kg 340 250 2.223 1 78.10 173.62
B3 H-340x250x9x14 kg 340 250 9.449 1 78.10 737.97
B5 H-248x124x5x8 kg 248 124 2.086 1 25.10 52.36
B5 H-248x124x5x8 kg 248 124 2.029 1 25.10 50.93

Page 4 of 11
 TOA CORPORATION
THE PORT VILA LAPETASI INTERNATIONAL MULTI-PURPOSE WHARF DEVELOPMENT PROJECT
DETAILED CALCULATIONS
Item No. 4-H.a-5-1
Description of Work: Structural Steel including Erection

Unit Wt,
Description unit H, mm B, mm L, m nos kg/m Weight, kg Rem
A B C AxBxC
B3 H-340x250x9x14 kg 340 250 9.468 1 78.10 739.45
CB1 H-340x250x9x14 kg 340 250 2.223 1 78.10 173.62
24,315.65
Purlins
Plan RFL+500 C-100x50x20x2.3 kg 100 50 0.155 49 4.06 30.84 S-1101-2, 8

Plan RFL+500 (at corner ridge)

X7-X5 L-65x65x6 kg 65 65 2.139 1 5.91 12.64 S-1101-2
L-65x65x6 kg 65 65 2.139 1 5.91 12.64
L-65x65x6 kg 65 65 2.906 1 5.91 17.17
L-65x65x6 kg 65 65 2.870 1 5.91 16.96
L-65x65x6 kg 65 65 1.694 1 5.91 10.01
L-65x65x6 kg 65 65 1.940 1 5.91 11.46
L-65x65x6 kg 65 65 1.027 1 5.91 6.07
L-65x65x6 kg 65 65 0.764 1 5.91 4.52
L-65x65x6 kg 65 65 3.150 1 5.91 18.62
L-65x65x6 kg 65 65 2.870 1 5.91 16.96
L-65x65x6 kg 65 65 0.972 1 5.91 5.74
L-65x65x6 kg 65 65 1.235 1 5.91 7.30
L-65x65x6 kg 65 65 0.593 1 5.91 3.50
L-65x65x6 kg 65 65 0.593 1 5.91 3.50
L-65x65x6 kg 65 65 1.235 1 5.91 7.30
L-65x65x6 kg 65 65 0.890 1 5.91 5.26
L-65x65x6 kg 65 65 2.945 1 5.91 17.41
L-65x65x6 kg 65 65 3.207 1 5.91 18.95
L-65x65x6 kg 65 65 0.783 1 5.91 4.63
L-65x65x6 kg 65 65 1.044 1 5.91 6.17
L-65x65x6 kg 65 65 1.940 1 5.91 11.46
L-65x65x6 kg 65 65 1.694 1 5.91 10.01
L-65x65x6 kg 65 65 2.870 1 5.91 16.96
L-65x65x6 kg 65 65 2.906 1 5.91 17.17
L-65x65x6 kg 65 65 2.139 1 5.91 12.64
L-65x65x6 kg 65 65 2.139 1 5.91 12.64
X5-X2 L-65x65x6 kg 65 65 4.757 1 5.91 28.11
L-65x65x6 kg 65 65 4.757 1 5.91 28.11
L-65x65x6 kg 65 65 3.800 1 5.91 22.46
L-65x65x6 kg 65 65 3.800 1 5.91 22.46
L-65x65x6 kg 65 65 3.157 1 5.91 18.66
L-65x65x6 kg 65 65 3.157 1 5.91 18.66
X2-X1 L-65x65x6 kg 65 65 2.139 1 5.91 12.64
L-65x65x6 kg 65 65 2.139 1 5.91 12.64
L-65x65x6 kg 65 65 2.870 1 5.91 16.96
L-65x65x6 kg 65 65 2.870 1 5.91 16.96
L-65x65x6 kg 65 65 5.814 1 5.91 34.36
L-65x65x6 kg 65 65 6.058 1 5.91 35.81
L-65x65x6 kg 65 65 0.323 1 5.91 1.91
L-65x65x6 kg 65 65 1.963 1 5.91 11.60
L-65x65x6 kg 65 65 2.103 1 5.91 12.43
L-65x65x6 kg 65 65 2.045 1 5.91 12.09
L-65x65x6 kg 65 65 1.906 1 5.91 11.26
L-65x65x6 kg 65 65 0.399 1 5.91 2.36
L-65x65x6 kg 65 65 6.077 1 5.91 35.91
L-65x65x6 kg 65 65 5.833 1 5.91 34.47
L-65x65x6 kg 65 65 2.870 1 5.91 16.96

Page 5 of 11
 TOA CORPORATION
THE PORT VILA LAPETASI INTERNATIONAL MULTI-PURPOSE WHARF DEVELOPMENT PROJECT
DETAILED CALCULATIONS
Item No. 4-H.a-5-1
Description of Work: Structural Steel including Erection

Unit Wt,
Description unit H, mm B, mm L, m nos kg/m Weight, kg Rem
A B C AxBxC
L-65x65x6 kg 65 65 2.870 1 5.91 16.96
L-65x65x6 kg 65 65 2.139 1 5.91 12.64
L-65x65x6 kg 65 65 2.139 1 5.91 12.64
Y1-1780 Framing Elevation
horizontal support L-50x50x4 kg 50 50 33.591 2 3.06 205.58 S-1101-9
horizontal support L-50x50x4 kg 50 50 33.488 1 3.06 102.47
vertical support L-50x50x4 kg 50 50 0.150 29 3.06 13.31
Y4+1780 Framing Elevation
horizontal support L-50x50x4 kg 50 50 33.591 2 3.06 205.58
horizontal support L-50x50x4 kg 50 50 33.488 1 3.06 102.47
vertical support L-50x50x4 kg 50 50 0.150 29 3.06 13.31
X1-1780 Framing Elevation
horizontal support L-50x50x4 kg 50 50 21.591 2 3.06 132.14 S-1101-10
horizontal support L-50x50x4 kg 50 50 21.491 1 3.06 65.76
vertical support L-50x50x4 kg 50 50 0.150 19 3.06 8.72
X4+1780 Framing Elevation
horizontal support L-50x50x4 kg 50 50 21.591 2 3.06 132.14
horizontal support L-50x50x4 kg 50 50 21.491 1 3.06 65.76
vertical support L-50x50x4 kg 50 50 0.150 19 3.06 8.72
1,823.58

Total kg 27,543.53

Actual ton 27.54

BOQ ton 32.21

Difference ton (4.67)

Page 6 of 11
 TOA CORPORATION
THE PORT VILA LAPETASI INTERNATIONAL MULTI-PURPOSE WHARF DEVELOPMENT PROJECT
DETAILED CALCULATIONS
Item No. 4-H.a-5-1
Description of Work: Structural Steel including Erection

H, mm B, mm Ht Base Wd L, m nos Qty

Description unit Rem
A B C = A/1000 D = B/1000 E F G H=ExFxG
Administration Building

4-H.a-5.1
Structural steel incl Erection 823.40 m2

Columns
X1 Framing Elevation / bet Y1-Y4
P1 H-200x200x8x12 m2 200 200 0.20 0.20 1.20 0.514 2 1.23 S-1101-3
P2 H-250x250x9x14 m2 250 250 0.25 0.25 1.50 0.511 2 1.53
X2 Framing Elevation / bet Y1-Y4
P1 H-200x200x8x12 m2 200 200 0.20 0.20 1.20 0.546 1 0.66
P1 H-200x200x8x12 m2 200 200 0.20 0.20 1.20 2.562 1 3.07
P1 H-200x200x8x12 m2 200 200 0.20 0.20 1.20 0.532 1 0.64
X3 Framing Elevation / bet Y1-Y4
P1 H-200x200x8x12 m2 200 200 0.20 0.20 1.20 0.544 2 1.31
P1 H-200x200x8x12 m2 200 200 0.20 0.20 1.20 2.694 1 3.23
P1 H-200x200x8x12 m2 200 200 0.20 0.20 1.20 2.682 1 3.22
X4 Framing Elevation / bet Y1-Y4
P1 H-200x200x8x12 m2 200 200 0.20 0.20 1.20 0.544 2 1.31
P1 H-200x200x8x12 m2 200 200 0.20 0.20 1.20 2.694 1 3.23
P1 H-200x200x8x12 m2 200 200 0.20 0.20 1.20 2.682 1 3.22
X5 Framing Elevation / bet Y1-Y4
P1 H-200x200x8x12 m2 200 200 0.20 0.20 1.20 0.544 2 1.31
P1 H-200x200x8x12 m2 200 200 0.20 0.20 1.20 2.694 1 3.23
X6 Framing Elevation / bet Y1-Y4
P1 H-200x200x8x12 m2 200 200 0.20 0.20 1.20 0.544 2 1.31
P1 H-200x200x8x12 m2 200 200 0.20 0.20 1.20 1.707 1 2.05
X7 Framing Elevation / bet Y4-Y1
P1 H-200x200x8x12 m2 200 200 0.20 0.20 1.20 0.514 2 1.23 S-1101-4
P2 H-250x250x9x14 m2 250 250 0.25 0.25 1.50 0.511 2 1.53
33.31
Girders & Beams
X1 Framing Elevation / bet Y1-Y4
B4 H-298x149x5.5x8 m2 298 149 0.30 0.15 1.19 6.920 1 8.25 S-1101-3
B6 H-200x100x5.5x8 m2 200 100 0.20 0.10 0.80 3.090 1 2.47
B4 H-298x149x5.5x8 m2 298 149 0.30 0.15 1.19 6.880 1 8.20
X2 Framing Elevation / bet Y1-Y4
CB2 H-350x175x7x11 m2 350 175 0.35 0.18 1.40 1.948 1 2.73
B2 H-350x175x7x11 m2 350 175 0.35 0.18 1.40 7.021 1 9.83
B2 H-350x175x7x11 m2 350 175 0.35 0.18 1.40 0.230 1 0.32
B1 H-500x200x10x16 m2 500 200 0.50 0.20 1.80 3.498 1 6.30
B1 H-500x200x10x16 m2 500 200 0.50 0.20 1.80 6.282 1 11.31
B1 H-500x200x10x16 m2 500 200 0.50 0.20 1.80 0.731 1 1.32
CB2 H-350x175x7x11 m2 350 175 0.35 0.18 1.40 1.944 1 2.72
X3 Framing Elevation / bet Y1-Y4
CB2 H-350x175x7x11 m2 350 175 0.35 0.18 1.40 1.948 1 2.73
B2 H-350x175x7x11 m2 350 175 0.35 0.18 1.40 7.156 1 10.02
B6 H-200x100x5.5x8 m2 200 100 0.20 0.10 0.80 1.592 1 1.27
B6 H-200x100x5.5x8 m2 200 100 0.20 0.10 0.80 1.634 1 1.31
B2 H-350x175x7x11 m2 350 175 0.35 0.18 1.40 7.114 1 9.96
CB2 H-350x175x7x11 m2 350 175 0.35 0.18 1.40 1.948 1 2.73
X4 Framing Elevation / bet Y1-Y4
CB2 H-350x175x7x11 m2 350 175 0.35 0.18 1.40 1.950 1 2.73
B2 H-350x175x7x11 m2 350 175 0.35 0.18 1.40 7.156 1 10.02
B6 H-200x100x5.5x8 m2 200 100 0.20 0.10 0.80 1.592 1 1.27
B6 H-200x100x5.5x8 m2 200 100 0.20 0.10 0.80 1.634 1 1.31
B2 H-350x175x7x11 m2 350 175 0.35 0.18 1.40 7.114 1 9.96
CB2 H-350x175x7x11 m2 350 175 0.35 0.18 1.40 1.948 1 2.73
X5 Framing Elevation / bet Y1-Y4
CB2 H-350x175x7x11 m2 350 175 0.35 0.18 1.40 1.948 1 2.73
B2 H-350x175x7x11 m2 350 175 0.35 0.18 1.40 7.156 1 10.02
B1 H-500x200x10x16 m2 500 200 0.50 0.20 1.80 0.990 1 1.78
B1 H-500x200x10x16 m2 500 200 0.50 0.20 1.80 1.146 1 2.06
B1 H-500x200x10x16 m2 500 200 0.50 0.20 1.80 7.744 1 13.94

Page 7 of 11
 TOA CORPORATION
THE PORT VILA LAPETASI INTERNATIONAL MULTI-PURPOSE WHARF DEVELOPMENT PROJECT
DETAILED CALCULATIONS
Item No. 4-H.a-5-1
Description of Work: Structural Steel including Erection

H, mm B, mm Ht Base Wd L, m nos Qty

Description unit Rem
A B C = A/1000 D = B/1000 E F G H=ExFxG
B1 H-500x200x10x16 m2 500 200 0.50 0.20 1.80 0.731 1 1.32
CB2 H-350x175x7x11 m2 350 175 0.35 0.18 1.40 1.944 1 2.72
X6 Framing Elevation / bet Y1-Y4
CB2 H-350x175x7x11 m2 350 175 0.35 0.18 1.40 1.944 1 2.72
B2 H-350x175x7x11 m2 350 175 0.35 0.18 1.40 4.048 1 5.67
B2 H-350x175x7x11 m2 350 175 0.35 0.18 1.40 3.078 1 4.31
B1 H-500x200x10x16 m2 500 200 0.50 0.20 1.80 6.348 1 11.43
B1 H-500x200x10x16 m2 500 200 0.50 0.20 1.80 3.307 1 5.95
B1 H-500x200x10x16 m2 500 200 0.50 0.20 1.80 0.731 1 1.32
CB2 H-350x175x7x11 m2 350 175 0.35 0.18 1.40 1.944 1 2.72
X7 Framing Elevation / bet Y1-Y4
B4 H-298x149x5.5x8 m2 298 149 0.30 0.15 1.19 6.880 1 8.20 S-1101-4
B6 H-200x100x5.5x8 m2 200 100 0.20 0.10 0.80 3.090 1 2.47
B4 H-298x149x5.5x8 m2 298 149 0.30 0.15 1.19 6.920 1 8.25
Y1 Framing Elevation / bet X7-X1
B6 H-200x100x5.5x8 m2 200 100 0.20 0.10 0.80 3.730 1 2.98
B6 H-200x100x5.5x8 m2 200 100 0.20 0.10 0.80 4.030 1 3.22
B5 H-248x124x5x8 m2 248 124 0.25 0.12 0.99 5.180 1 5.14
B6 H-200x100x5.5x8 m2 200 100 0.20 0.10 0.80 3.730 1 2.98
B5 H-248x124x5x8 m2 248 124 0.25 0.12 0.99 4.980 1 4.94
B4 H-298x149x5.5x8 m2 298 149 0.30 0.15 1.19 6.580 1 7.84
Y2 Framing Elevation / bet X7-X1
CB2 H-350x175x7x11 m2 350 175 0.35 0.18 1.40 1.948 1 2.73
B2 H-350x175x7x11 m2 350 175 0.35 0.18 1.40 3.826 1 5.36
B6 H-200x100x5.5x8 m2 200 100 0.20 0.10 0.80 3.067 1 2.45
B6 H-200x100x5.5x8 m2 200 100 0.20 0.10 0.80 0.866 1 0.69
B5 H-248x124x5x8 m2 248 124 0.25 0.12 0.99 5.180 1 5.14
B6 H-200x100x5.5x8 m2 200 100 0.20 0.10 0.80 3.730 1 2.98
B5 H-248x124x5x8 m2 248 124 0.25 0.12 0.99 4.748 1 4.71
B5 H-248x124x5x8 m2 248 124 0.25 0.12 0.99 0.242 1 0.24
B2 H-350x175x7x11 m2 350 175 0.35 0.18 1.40 6.801 1 9.52
CB2 H-350x175x7x11 m2 350 175 0.35 0.18 1.40 1.948 1 2.73
Y2+1860 Framing Elevation / bet X7-X1
B5 H-248x124x5x8 m2 248 124 0.25 0.12 0.99 0.485 1 0.48 S-1101-5
B5 H-248x124x5x8 m2 248 124 0.25 0.12 0.99 4.735 1 4.70 S-1101-5
B6 H-200x100x5.5x8 m2 200 100 0.20 0.10 0.80 3.770 1 3.02
B5 H-248x124x5x8 m2 248 124 0.25 0.12 0.99 3.135 1 3.11
B5 H-248x124x5x8 m2 248 124 0.25 0.12 0.99 1.947 1 1.93
Y3 Framing Elevation / bet X7-X1
CB2 H-350x175x7x11 m2 350 175 0.35 0.18 1.40 1.948 1 2.73
B2 H-350x175x7x11 m2 350 175 0.35 0.18 1.40 3.826 1 5.36
B5 H-248x124x5x8 m2 248 124 0.25 0.12 0.99 3.011 1 2.99
B6 H-200x100x5.5x8 m2 200 100 0.20 0.10 0.80 0.906 1 0.72
B5 H-248x124x5x8 m2 248 124 0.25 0.12 0.99 5.180 1 5.14
B6 H-200x100x5.5x8 m2 200 100 0.20 0.10 0.80 3.730 1 2.98
B5 H-248x124x5x8 m2 248 124 0.25 0.12 0.99 4.788 1 4.75
B5 H-248x124x5x8 m2 248 124 0.25 0.12 0.99 0.200 1 0.20
B2 H-350x175x7x11 m2 350 175 0.35 0.18 1.40 6.801 1 9.52
CB2 H-350x175x7x11 m2 350 175 0.35 0.18 1.40 1.948 1 2.73
Y4 Framing Elevation / bet X7-X1
B6 H-200x100x5.5x8 m2 200 100 0.20 0.10 0.80 3.730 1 2.98
B6 H-200x100x5.5x8 m2 200 100 0.20 0.10 0.80 4.030 1 3.22
B5 H-248x124x5x8 m2 248 124 0.25 0.12 0.99 5.180 1 5.14
B6 H-200x100x5.5x8 m2 200 100 0.20 0.10 0.80 3.730 1 2.98
B5 H-248x124x5x8 m2 248 124 0.25 0.12 0.99 4.980 1 4.94
B4 H-298x149x5.5x8 m2 298 149 0.30 0.15 1.19 6.580 1 7.84
Y1-1780 Framing Elevation / bet X7-X1
B8 H-250x255x14x14 m2 250 255 0.25 0.26 1.52 5.593 1 8.50 S-1101-9
B6 H-200x100x5.5x8 m2 200 100 0.20 0.10 0.80 4.055 1 3.24
B5 H-248x124x5x8 m2 248 124 0.25 0.12 0.99 5.205 1 5.16
B6 H-200x100x5.5x8 m2 200 100 0.20 0.10 0.80 3.755 1 3.00
B5 H-248x124x5x8 m2 248 124 0.25 0.12 0.99 5.005 1 4.96
B8 H-250x255x14x14 m2 250 255 0.25 0.26 1.52 8.443 1 12.83
Y4+1780 Framing Elevation / bet X7-X1 `

Page 8 of 11
 TOA CORPORATION
THE PORT VILA LAPETASI INTERNATIONAL MULTI-PURPOSE WHARF DEVELOPMENT PROJECT
DETAILED CALCULATIONS
Item No. 4-H.a-5-1
Description of Work: Structural Steel including Erection

H, mm B, mm Ht Base Wd L, m nos Qty

Description unit Rem
A B C = A/1000 D = B/1000 E F G H=ExFxG
B8 H-250x255x14x14 m2 250 255 0.25 0.26 1.52 8.443 1 12.83
B5 H-248x124x5x8 m2 248 124 0.25 0.12 0.99 5.005 1 4.96
B6 H-200x100x5.5x8 m2 200 100 0.20 0.10 0.80 3.755 1 3.00
B5 H-248x124x5x8 m2 248 124 0.25 0.12 0.99 5.205 1 5.16
B6 H-200x100x5.5x8 m2 200 100 0.20 0.10 0.80 4.055 1 3.24
B8 H-250x255x14x14 m2 250 255 0.25 0.26 1.52 5.593 1 8.50
X7-1780 Framing Elevation / bet Y4-Y1
B8 H-250x255x14x14 m2 250 255 0.25 0.26 1.52 8.743 1 13.29 S-1101-10
B6 H-200x100x5.5x8 m2 200 100 0.20 0.10 0.80 3.115 1 2.49
B8 H-250x255x14x14 m2 250 255 0.25 0.26 1.52 8.782 1 13.35
X1+1780 Framing Elevation / bet Y1-Y4
B8 H-250x255x14x14 m2 250 255 0.25 0.26 1.52 8.783 1 13.35
B6 H-200x100x5.5x8 m2 200 100 0.20 0.10 0.80 3.115 1 2.49
B8 H-250x255x14x14 m2 250 255 0.25 0.26 1.52 8.743 1 13.29
X1-2575 / bet Y1-Y4
B7 H-150x75x5x7 m2 150 75 0.15 0.08 0.60 1.703 1 1.02 S-1101-2
B7 H-150x75x5x7 m2 150 75 0.15 0.08 0.60 2.153 1 1.29
B5 H-248x124x5x8 m2 248 124 0.25 0.12 0.99 4.400 1 4.36
B6 H-200x100x5.5x8 m2 200 100 0.20 0.10 0.80 3.115 1 2.49
B5 H-248x124x5x8 m2 248 124 0.25 0.12 0.99 4.440 1 4.40
B7 H-150x75x5x7 m2 150 75 0.15 0.08 0.60 2.153 1 1.29
B7 H-150x75x5x7 m2 150 75 0.15 0.08 0.60 1.703 1 1.02
X2+1850 / bet Y2-Y3
B6 H-200x100x5.5x8 m2 200 100 0.20 0.10 0.80 2.037 1 1.63
B6 H-200x100x5.5x8 m2 200 100 0.20 0.10 0.80 3.115 1 2.49
B6 H-200x100x5.5x8 m2 200 100 0.20 0.10 0.80 2.077 1 1.66
X5-875 / bet Y2-Y3
B6 H-200x100x5.5x8 m2 200 100 0.20 0.10 0.80 3.011 1 2.41
X6+550 / bet Y2-Y3
B6 H-200x100x5.5x8 m2 200 100 0.20 0.10 0.80 2.134 1 1.71
B6 H-200x100x5.5x8 m2 200 100 0.20 0.10 0.80 3.178 1 2.54
B6 H-200x100x5.5x8 m2 200 100 0.20 0.10 0.80 2.186 1 1.75
X6-1825 / bet Y1-Y4
B7 H-150x75x5x7 m2 150 75 0.15 0.08 0.60 1.728 1 1.04
B7 H-150x75x5x7 m2 150 75 0.15 0.08 0.60 2.179 1 1.31
B5 H-248x124x5x8 m2 248 124 0.25 0.12 0.99 4.400 1 4.36
B6 H-200x100x5.5x8 m2 200 100 0.20 0.10 0.80 3.115 1 2.49
B5 H-248x124x5x8 m2 248 124 0.25 0.12 0.99 4.440 1 4.40
B7 H-150x75x5x7 m2 150 75 0.15 0.08 0.60 2.179 1 1.31
B7 H-150x75x5x7 m2 150 75 0.15 0.08 0.60 1.728 1 1.04
Y1+2575 / bet X7-X1
B7 H-150x75x5x7 m2 150 75 0.15 0.08 0.60 1.703 1 1.02
B7 H-150x75x5x7 m2 150 75 0.15 0.08 0.60 2.153 1 1.29
B6 H-200x100x5.5x8 m2 200 100 0.20 0.10 0.80 1.262 1 1.01
B6 H-200x100x5.5x8 m2 200 100 0.20 0.10 0.80 4.055 1 3.24
B5 H-248x124x5x8 m2 248 124 0.25 0.12 0.99 5.205 1 5.16
B6 H-200x100x5.5x8 m2 200 100 0.20 0.10 0.80 3.755 1 3.00
B5 H-248x124x5x8 m2 248 124 0.25 0.12 0.99 5.005 1 4.96
B6 H-200x100x5.5x8 m2 200 100 0.20 0.10 0.80 4.112 1 3.29
B7 H-150x75x5x7 m2 150 75 0.15 0.08 0.60 2.153 1 1.29
B7 H-150x75x5x7 m2 150 75 0.15 0.08 0.60 1.703 1 1.02
Y2-2190 / bet X6-X2
B6 H-200x100x5.5x8 m2 200 100 0.20 0.10 0.80 3.208 1 2.57
B5 H-248x124x5x8 m2 248 124 0.25 0.12 0.99 5.205 1 5.16
B6 H-200x100x5.5x8 m2 200 100 0.20 0.10 0.80 3.755 1 3.00
B5 H-248x124x5x8 m2 248 124 0.25 0.12 0.99 5.005 1 4.96
B6 H-200x100x5.5x8 m2 200 100 0.20 0.10 0.80 1.737 1 1.39
Y3+2150 / bet X6-X2
B6 H-200x100x5.5x8 m2 200 100 0.20 0.10 0.80 3.196 1 2.56
B5 H-248x124x5x8 m2 248 124 0.25 0.12 0.99 5.193 1 5.15
B6 H-200x100x5.5x8 m2 200 100 0.20 0.10 0.80 3.755 1 3.00
B5 H-248x124x5x8 m2 248 124 0.25 0.12 0.99 4.993 1 4.95
B6 H-200x100x5.5x8 m2 200 100 0.20 0.10 0.80 1.724 1 1.38
Y4-2575 / bet X7-X1

Page 9 of 11
 TOA CORPORATION
THE PORT VILA LAPETASI INTERNATIONAL MULTI-PURPOSE WHARF DEVELOPMENT PROJECT
DETAILED CALCULATIONS
Item No. 4-H.a-5-1
Description of Work: Structural Steel including Erection

H, mm B, mm Ht Base Wd L, m nos Qty

Description unit Rem
A B C = A/1000 D = B/1000 E F G H=ExFxG
B7 H-150x75x5x7 m2 150 75 0.15 0.08 0.60 1.703 1 1.02
B7 H-150x75x5x7 m2 150 75 0.15 0.08 0.60 2.153 1 1.29
B6 H-200x100x5.5x8 m2 200 100 0.20 0.10 0.80 1.249 1 1.00
B6 H-200x100x5.5x8 m2 200 100 0.20 0.10 0.80 4.030 1 3.22
B5 H-248x124x5x8 m2 248 124 0.25 0.12 0.99 5.193 1 5.15
B6 H-200x100x5.5x8 m2 200 100 0.20 0.10 0.80 3.755 1 3.00
B5 H-248x124x5x8 m2 248 124 0.25 0.12 0.99 4.993 1 4.95
B6 H-200x100x5.5x8 m2 200 100 0.20 0.10 0.80 4.099 1 3.28
B7 H-150x75x5x7 m2 150 75 0.15 0.08 0.60 2.153 1 1.29
B7 H-150x75x5x7 m2 150 75 0.15 0.08 0.60 1.703 1 1.02
X7-X5 (at corner ridge)
CB1 H-340x250x9x14 m2 340 250 0.34 0.25 1.68 2.223 1 3.73
B3 H-340x250x9x14 m2 340 250 0.34 0.25 1.68 5.331 1 8.96
B4 H-298x149x5.5x8 m2 298 149 0.30 0.15 1.19 5.672 1 6.76
B6 H-200x100x5.5x8 m2 200 100 0.20 0.10 0.80 0.466 1 0.37
B6 H-200x100x5.5x8 m2 200 100 0.20 0.10 0.80 0.466 1 0.37
B4 H-298x149x5.5x8 m2 298 149 0.30 0.15 1.19 5.690 1 6.78
B3 H-340x250x9x14 m2 340 250 0.34 0.25 1.68 5.349 1 8.99
CB1 H-340x250x9x14 m2 340 250 0.34 0.25 1.68 2.223 1 3.73
X2-X1 (at corner ridge)
CB1 H-340x250x9x14 m2 340 250 0.34 0.25 1.68 2.223 1 3.73
B3 H-340x250x9x14 m2 340 250 0.34 0.25 1.68 9.449 1 15.87
B5 H-248x124x5x8 m2 248 124 0.25 0.12 0.99 2.086 1 2.07
B5 H-248x124x5x8 m2 248 124 0.25 0.12 0.99 2.029 1 2.01
B3 H-340x250x9x14 m2 340 250 0.34 0.25 1.68 9.468 1 15.91
CB1 H-340x250x9x14 m2 340 250 0.34 0.25 1.68 2.223 1 3.73
685.62
Purlins
Plan RFL+500 C-100x50x20x2.3 m2 100 50 0.10 0.05 0.40 0.155 49 3.04 S-1101-2, 8

Plan RFL+500 (at corner ridge)

X7-X5 L-65x65x6 m2 65 65 0.07 0.07 0.26 2.139 1 0.56 S-1101-2
L-65x65x6 m2 65 65 0.07 0.07 0.26 2.139 1 0.56
L-65x65x6 m2 65 65 0.07 0.07 0.26 2.906 1 0.76
L-65x65x6 m2 65 65 0.07 0.07 0.26 2.870 1 0.75
L-65x65x6 m2 65 65 0.07 0.07 0.26 1.694 1 0.44
L-65x65x6 m2 65 65 0.07 0.07 0.26 1.940 1 0.50
L-65x65x6 m2 65 65 0.07 0.07 0.26 1.027 1 0.27
L-65x65x6 m2 65 65 0.07 0.07 0.26 0.764 1 0.20
L-65x65x6 m2 65 65 0.07 0.07 0.26 3.150 1 0.82
L-65x65x6 m2 65 65 0.07 0.07 0.26 2.870 1 0.75
L-65x65x6 m2 65 65 0.07 0.07 0.26 0.972 1 0.25
L-65x65x6 m2 65 65 0.07 0.07 0.26 1.235 1 0.32
L-65x65x6 m2 65 65 0.07 0.07 0.26 0.593 1 0.15
L-65x65x6 m2 65 65 0.07 0.07 0.26 0.593 1 0.15
L-65x65x6 m2 65 65 0.07 0.07 0.26 1.235 1 0.32
L-65x65x6 m2 65 65 0.07 0.07 0.26 0.890 1 0.23
L-65x65x6 m2 65 65 0.07 0.07 0.26 2.945 1 0.77
L-65x65x6 m2 65 65 0.07 0.07 0.26 3.207 1 0.83
L-65x65x6 m2 65 65 0.07 0.07 0.26 0.783 1 0.20
L-65x65x6 m2 65 65 0.07 0.07 0.26 1.044 1 0.27
L-65x65x6 m2 65 65 0.07 0.07 0.26 1.940 1 0.50
L-65x65x6 m2 65 65 0.07 0.07 0.26 1.694 1 0.44
L-65x65x6 m2 65 65 0.07 0.07 0.26 2.870 1 0.75
L-65x65x6 m2 65 65 0.07 0.07 0.26 2.906 1 0.76
L-65x65x6 m2 65 65 0.07 0.07 0.26 2.139 1 0.56
L-65x65x6 m2 65 65 0.07 0.07 0.26 2.139 1 0.56
X5-X2 L-65x65x6 m2 65 65 0.07 0.07 0.26 4.757 1 1.24
L-65x65x6 m2 65 65 0.07 0.07 0.26 4.757 1 1.24
L-65x65x6 m2 65 65 0.07 0.07 0.26 3.800 1 0.99
L-65x65x6 m2 65 65 0.07 0.07 0.26 3.800 1 0.99
L-65x65x6 m2 65 65 0.07 0.07 0.26 3.157 1 0.82
L-65x65x6 m2 65 65 0.07 0.07 0.26 3.157 1 0.82
X2-X1 L-65x65x6 m2 65 65 0.07 0.07 0.26 2.139 1 0.56

Page 10 of 11
 TOA CORPORATION
THE PORT VILA LAPETASI INTERNATIONAL MULTI-PURPOSE WHARF DEVELOPMENT PROJECT
DETAILED CALCULATIONS
Item No. 4-H.a-5-1
Description of Work: Structural Steel including Erection

H, mm B, mm Ht Base Wd L, m nos Qty

Description unit Rem
A B C = A/1000 D = B/1000 E F G H=ExFxG
L-65x65x6 m2 65 65 0.07 0.07 0.26 2.139 1 0.56
L-65x65x6 m2 65 65 0.07 0.07 0.26 2.870 1 0.75
L-65x65x6 m2 65 65 0.07 0.07 0.26 2.870 1 0.75
L-65x65x6 m2 65 65 0.07 0.07 0.26 5.814 1 1.51
L-65x65x6 m2 65 65 0.07 0.07 0.26 6.058 1 1.58
L-65x65x6 m2 65 65 0.07 0.07 0.26 0.323 1 0.08
L-65x65x6 m2 65 65 0.07 0.07 0.26 1.963 1 0.51
L-65x65x6 m2 65 65 0.07 0.07 0.26 2.103 1 0.55
L-65x65x6 m2 65 65 0.07 0.07 0.26 2.045 1 0.53
L-65x65x6 m2 65 65 0.07 0.07 0.26 1.906 1 0.50
L-65x65x6 m2 65 65 0.07 0.07 0.26 0.399 1 0.10
L-65x65x6 m2 65 65 0.07 0.07 0.26 6.077 1 1.58
L-65x65x6 m2 65 65 0.07 0.07 0.26 5.833 1 1.52
L-65x65x6 m2 65 65 0.07 0.07 0.26 2.870 1 0.75
L-65x65x6 m2 65 65 0.07 0.07 0.26 2.870 1 0.75
L-65x65x6 m2 65 65 0.07 0.07 0.26 2.139 1 0.56
L-65x65x6 m2 65 65 0.07 0.07 0.26 2.139 1 0.56
Y1-1780 Framing Elevation
horizontal support L-50x50x4 m2 50 50 0.05 0.05 0.20 33.591 2 13.44 S-1101-9
horizontal support L-50x50x4 m2 50 50 0.05 0.05 0.20 33.488 1 6.70
vertical support L-50x50x4 m2 50 50 0.05 0.05 0.20 0.150 29 0.87
Y4+1780 Framing Elevation
horizontal support L-50x50x4 m2 50 50 0.05 0.05 0.20 33.591 2 13.44
horizontal support L-50x50x4 m2 50 50 0.05 0.05 0.20 33.488 1 6.70
vertical support L-50x50x4 m2 50 50 0.05 0.05 0.20 0.150 29 0.87
X1-1780 Framing Elevation
horizontal support L-50x50x4 m2 50 50 0.05 0.05 0.20 21.591 2 8.64 S-1101-10
horizontal support L-50x50x4 m2 50 50 0.05 0.05 0.20 21.491 1 4.30
vertical support L-50x50x4 m2 50 50 0.05 0.05 0.20 0.150 19 0.57
X4+1780 Framing Elevation
horizontal support L-50x50x4 m2 50 50 0.05 0.05 0.20 21.591 2 8.64
horizontal support L-50x50x4 m2 50 50 0.05 0.05 0.20 21.491 1 4.30
vertical support L-50x50x4 m2 50 50 0.05 0.05 0.20 0.150 19 0.57
104.47

823.40

Summary
Columns m2 33.31

Girders & Beams m2 685.62

Purlins m2 104.47

Total m2 823.40

Formula of Width ( E ) for each section:

H - frame (C x 2) + (D x 4)
C - frame (C x 2) + (D x 4)
Square pipes (C + D) x 2
Angle bars (C x 2) + (D x 2)

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