You are asked to design the structural aspect of a long, fixed-head hollow spun pile in a sand deposit. The soil conditi
Posted: Mon May 16, 2022 7:12 am
You are asked to design the structural aspect of a long,
fixed-head hollow spun pile in a sand deposit. The soil conditions,
the ultimate load, and the pile preliminary size are provided in
the table below. According to the price list, a pile with lower
ultimate bending moment capacity is less costly than a pile with
higher ultimate bending moment capacity. Determine the most cost
efficient pile from the structural aspect viewpoint for the given
soil conditions and ultimate load (refer to the provided brochure
below).
1000 100 Q BY, KL Fixed-head 10 16 e/B-32 Free-head 1.0 10 1000 100 M. B*Y, K,
NPM Pile Size (mm) 1708019923 190831 7850 2008488083 2008488380 2008488373 200848.8890 2008489275 2008490011 2006517575 200651 7625 200851 7850 2006517895 2006517713 2008800510 2008808523 Unsaturated Saturated Soil Groundwater Unit Weight Unit Weight Friction (kN/m3) Condition (kN/m3) Angle (°) 17 18 Not observed 30 17 18 Not observed 30 17 18 At ground surface 30 17 18 At ground surface 30 17 18 Not observed 30 17 18 Not observed 30 17 18 At ground surface 30 17 18 At ground surface 30 17 18 Not observed 37 17 18 Not observed 37 17 18 At ground surface 37 17 18 At ground surface 37 18 Not observed 37 17 18 Not observed 37 17 18 At ground surface 37 Ultimate Load (KN) 150 180 170 200 200 240 220 280 320 380 380 7 430 180 240 270 450 450 450 450 500 500 500 500 600 800 600 800 450 500 800 トトトトト 00 00 00 00 00 00 00
Size Thickness (mm) Wall(t) Cross Section (cm) 929.91 450 80 500 90 1,159.25 Section Unit Inertia Weight Class (cm) (kg/m) 166,570.38 232 A1 A2 A3 B с 255,324.30 290 A1 A2 A3 B с 510,508.81 393 A1 A2 A3 B с Bending Moment Crack Break (ton.m) (ton.m) 7.50 11.25 8.50 12.75 10.00 15.00 11.00 19.80 12.50 25.00 10.50 15.75 12.50 18.75 14.00 21.00 15.00 27.00 17.00 34.00 17.00 25.50 19.00 28.50 22.00 33.00 25.00 45.00 29.00 58.00 Allowable Compression (ton) 149.50 145.80 143.80 139.10 134.90 185.30 181.70 178.20 174.90 169.00 252.70 249.00 243.20 238.30 229.50 Decompression Length Tension of Piles (ton) (m) 39.28 6-14 53.39 6-15 66.57 6-16 78.84 6-17 100.45 6 - 18 54.56 6-15 68.49 6-16 88.00 6-17 94.13 6-18 122.04 6 - 19 70.52 6-16 77.68 6-17 104.94 6-18 131.10 6-19 163.67 6-20 600 100 1,570.80 10 ton-m = 100 kN-m
fixed-head hollow spun pile in a sand deposit. The soil conditions,
the ultimate load, and the pile preliminary size are provided in
the table below. According to the price list, a pile with lower
ultimate bending moment capacity is less costly than a pile with
higher ultimate bending moment capacity. Determine the most cost
efficient pile from the structural aspect viewpoint for the given
soil conditions and ultimate load (refer to the provided brochure
below).
- You Are Asked To Design The Structural Aspect Of A Long Fixed Head Hollow Spun Pile In A Sand Deposit The Soil Conditi 1 (32.25 KiB) Viewed 37 times
- You Are Asked To Design The Structural Aspect Of A Long Fixed Head Hollow Spun Pile In A Sand Deposit The Soil Conditi 2 (37.32 KiB) Viewed 37 times
- You Are Asked To Design The Structural Aspect Of A Long Fixed Head Hollow Spun Pile In A Sand Deposit The Soil Conditi 3 (31.09 KiB) Viewed 37 times
NPM Pile Size (mm) 1708019923 190831 7850 2008488083 2008488380 2008488373 200848.8890 2008489275 2008490011 2006517575 200651 7625 200851 7850 2006517895 2006517713 2008800510 2008808523 Unsaturated Saturated Soil Groundwater Unit Weight Unit Weight Friction (kN/m3) Condition (kN/m3) Angle (°) 17 18 Not observed 30 17 18 Not observed 30 17 18 At ground surface 30 17 18 At ground surface 30 17 18 Not observed 30 17 18 Not observed 30 17 18 At ground surface 30 17 18 At ground surface 30 17 18 Not observed 37 17 18 Not observed 37 17 18 At ground surface 37 17 18 At ground surface 37 18 Not observed 37 17 18 Not observed 37 17 18 At ground surface 37 Ultimate Load (KN) 150 180 170 200 200 240 220 280 320 380 380 7 430 180 240 270 450 450 450 450 500 500 500 500 600 800 600 800 450 500 800 トトトトト 00 00 00 00 00 00 00
Size Thickness (mm) Wall(t) Cross Section (cm) 929.91 450 80 500 90 1,159.25 Section Unit Inertia Weight Class (cm) (kg/m) 166,570.38 232 A1 A2 A3 B с 255,324.30 290 A1 A2 A3 B с 510,508.81 393 A1 A2 A3 B с Bending Moment Crack Break (ton.m) (ton.m) 7.50 11.25 8.50 12.75 10.00 15.00 11.00 19.80 12.50 25.00 10.50 15.75 12.50 18.75 14.00 21.00 15.00 27.00 17.00 34.00 17.00 25.50 19.00 28.50 22.00 33.00 25.00 45.00 29.00 58.00 Allowable Compression (ton) 149.50 145.80 143.80 139.10 134.90 185.30 181.70 178.20 174.90 169.00 252.70 249.00 243.20 238.30 229.50 Decompression Length Tension of Piles (ton) (m) 39.28 6-14 53.39 6-15 66.57 6-16 78.84 6-17 100.45 6 - 18 54.56 6-15 68.49 6-16 88.00 6-17 94.13 6-18 122.04 6 - 19 70.52 6-16 77.68 6-17 104.94 6-18 131.10 6-19 163.67 6-20 600 100 1,570.80 10 ton-m = 100 kN-m