Bridge UBR1 UBR2 UBR3 UBR4 UBR 5 UBR6 UBR7 UBR8 UBR9 Pier P1 P2 P3 P4 P5 P1 P2 P3 P4 P5 P6 P1 P2 P1 P2 P3 P1 P2 P1 P2 P3 P4 P1 P2 P1 P2 P3 P4 P1 P2 P3 P4 P5 P6 P7 P8 P9 P10 P11 P12 P13 Length 4.5 4.5 4.5 4.5 4.5 14.88 14.88 14.88 14.88 14.88 14.88 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 Width 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2 2 2 2 2 2.9 2.9 2.9 2.9 3.6 2.9 2 2 2 2 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 Area 11.858 11.858 11.858 11.858 11.858 42.071 42.071 42.071 42.071 42.071 42.071 11.858 11.858 8.025 8.025 8.025 8.025 8.025 11.858 11.858 11.858 11.858 6.179 6.179 8.025 8.025 8.025 8.025 8.447 8.447 8.447 8.447 8.447 8.447 8.447 8.447 8.447 8.447 8.447 8.447 8.447 Vertical Rein Type 1 No of Bar Dia of bar 164 T32 164 T32 164 T32 164 T32 82 T32 220 T25 220 T25 220 T25 220 T25 220 T25 220 T25 182 T32 182 T32 72 T40 72 T36 72 T40 280 T32 144 T36 164 T32 164 T32 164 T32 82 T32 256 T25 256 T25 212 T32 144 T32 72 T40 72 T40 352 T25 352 T25 352 T25 352 T25 352 T25 352 T25 352 T25 352 T25 352 T25 352 T25 352 T25 352 T25 352 T25 UBR10 UBR12 UBR13 UBR14 P14 P1 P2 P1 P2 P3 P1 P2 P3 P4 P5 P6 P7 P8 P1 P2 P3 P4 P5 P6 P7 P8 5.5 4.5 4.5 4.5 4.5 4.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 5.5 3.6 2.9 2.9 2.9 2.9 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 2 2 2 2 2 2 2 2 8.447 6.179 6.179 11.858 11.858 11.858 8.447 8.447 8.447 8.447 8.447 8.447 8.447 8.447 8.025 8.025 8.025 8.025 8.025 8.025 8.025 8.025 352 128 128 246 164 164 176 176 176 176 176 176 176 176 144 144 216 216 216 216 216 144 T25 T25 T25 T32 T32 T32 T25 T25 T25 T25 T25 T25 T25 T25 T32 T32 T32 T32 T32 T32 T32 T32 nforcement Type 2 Area of Steel No of Bar Dia of bar mm2 ‐ ‐ 131897 ‐ ‐ 131897 ‐ ‐ 131897 ‐ ‐ 131897 ‐ ‐ 65948 ‐ ‐ 107992 ‐ ‐ 107992 ‐ ‐ 107992 ‐ ‐ 107992 ‐ ‐ 107992 ‐ ‐ 107992 82 T16 162860 ‐ ‐ 146373 208 T32 257761 208 T32 240571 208 T32 257761 225189 136 T32 255952 ‐ ‐ 131897 82 T16 148384 82 T16 148384 82 T16 82435 ‐ ‐ 125664 ‐ ‐ 125664 ‐ ‐ 170501 ‐ ‐ 115812 72 T32 148384 208 T32 257761 ‐ ‐ 172788 ‐ ‐ 172788 ‐ ‐ 172788 ‐ ‐ 172788 ‐ ‐ 172788 ‐ ‐ 172788 ‐ ‐ 172788 ‐ ‐ 172788 ‐ ‐ 172788 ‐ ‐ 172788 ‐ ‐ 172788 ‐ ‐ 172788 ‐ ‐ 172788 % of Long Steel 1.11% 1.11% 1.11% 1.11% 0.56% 0.26% 0.26% 0.26% 0.26% 0.26% 0.26% 1.37% 1.23% 3.21% 3.00% 3.21% 2.81% 3.19% 1.11% 1.25% 1.25% 0.70% 2.03% 2.03% 2.12% 1.44% 1.85% 3.21% 2.05% 2.05% 2.05% 2.05% 2.05% 2.05% 2.05% 2.05% 2.05% 2.05% 2.05% 2.05% 2.05% Rebar Ratio Kg/m3 87.3 87.3 87.3 87.3 43.7 20.2 20.2 20.2 20.2 20.2 20.2 107.8 96.9 252.1 235.3 252.1 220.3 250.4 87.3 98.2 98.2 54.6 159.6 159.6 166.8 113.3 145.1 252.1 160.6 160.6 160.6 160.6 160.6 160.6 160.6 160.6 160.6 160.6 160.6 160.6 160.6 ‐ 128 128 ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ 72 ‐ ‐ ‐ ‐ ‐ 72 ‐ T32 T32 ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ T16 ‐ ‐ ‐ ‐ ‐ T16 172788 165776 165776 197845 131897 131897 86394 86394 86394 86394 86394 86394 86394 86394 115812 130288 173718 173718 173718 173718 173718 130288 2.05% 2.68% 2.68% 1.67% 1.11% 1.11% 1.02% 1.02% 1.02% 1.02% 1.02% 1.02% 1.02% 1.02% 1.44% 1.62% 2.16% 2.16% 2.16% 2.16% 2.16% 1.62% 160.6 210.6 210.6 131.0 87.3 87.3 80.3 80.3 80.3 80.3 80.3 80.3 80.3 80.3 113.3 127.4 169.9 169.9 169.9 169.9 169.9 127.4 Remarks Equivalent Hollow section is used; DCp2 wall pier changed due to Hydraulics Equivalent Hollow section is used R=1; Short Pier Pier height is around 7m; Ductile detailing is not carried out Pier is not crakced ; EQ2 stiffness matrix was not avaialbe ; P4 is designed using R=1 as height of Pier is only 7m, which has pier head of 3m, and plastic hinge length is 4.5m; which is not available Stiffnes matrix for EQ2 is not available at design stage; Hollow Pier High reinforcement is only provided till 7.5m; other zone has 80kg/m3; hollow Pier P1 is very short compared to other piers