mat to be depth is 3 (4.5/6 105 12010 1 Benade de look book melined N 8 8 10 14 19/18 20 25 30 trook hele 8 plan by the

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Mat To Be Depth Is 3 4 5 6 105 12010 1 Benade De Look Book Melined N 8 8 10 14 19 18 20 25 30 Trook Hele 8 Plan By The 1 (65.56 KiB) Viewed 53 times

mat to be depth is 3 (4.5/6 105 12010 1 Benade de look book melined N 8 8 10 14 19/18 20 25 30 trook hele 8 plan by the Love 19000 3000 seed 18000 18:00 20000 sowo a socha poore $m Plon 18.0 19 $ 20 22 5 35 33 O 40 35000 35 000 3500 y loads on Cornell Clouds are mclared) depth 16.5 mclination area 100 (vertical) loads are Symetrical N of force the edge to the location & imeter (all are , LI) 3000 30000 meter. & Catenary load, horizontal : 60kN acting at this is Sand Site 20m height above the footing = 18 koho Soal properties Find out the makmum & inimum Contact pressure undereath the boting asining the footing to be rigid find and the factor of safety against bearing $m Copati by failure Considering the maximum mo Contact pressure Katical fore Area loook Toon 070 um H=bokN table at en depth more f here ma contact presse ale