3-Given the following find A-Ultimate point load using Meyerhof B-Ultimate noint load using Vesic with In = 50 C Qs Usin
Posted: Fri Jul 08, 2022 5:52 am
3-Given the following find A-Ultimate point load using Meyerhof B-Ultimate noint load using Vesic with In = 50 C Qs Using Section 12.13 D-The allowable load with a FOS of 4 Using Section results fro A and C above 5m 5m 25m 7 Y=16 KN/m³, 4= 32°, C=0 YSAT = 18.5KN/m3 =32°, c C=U YSAT = 19KN/m3, 6=38°, c=0 -0.4mnd closed pipe pile