3-Given the following find 25m A-Ultimate point load using Meyerhof B-Ultimate noint load using Vesic with In 50 C Qs Us

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3 Given The Following Find 25m A Ultimate Point Load Using Meyerhof B Ultimate Noint Load Using Vesic With In 50 C Qs Us 1 (46.13 KiB) Viewed 27 times

3-Given the following find 25m 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 7 Y=16 KN/m³, 4= 32°, C =0 YSAT = 18.5 KN/m3 =32°, c = YSAT= 19KN/m3, 6= 38°, C =0 -0.4mnd closed pipe pile 4-Given the following and using the a method Eq 12.61 and Table 12.11 estimate skin friction and Vesic's method for end bearing find Qat- CLAY YSAT-125pcf $=0° Co=1100pst FOS = 2,5 L = 50ft 16"x16"