- W 7 Given The Following Find A Ultimate Point Load Using Meyerhof B Ultimate Point Load Using Vesic With I 50 C Os Usi 1 (18.4 KiB) Viewed 40 times
w+ 7-Given the following find A-Ultimate point load using Meyerhof B-Ultimate point load using Vesic with I-50 C- Os Usi
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w+ 7-Given the following find A-Ultimate point load using Meyerhof B-Ultimate point load using Vesic with I-50 C- Os Usi
w+ 7-Given the following find A-Ultimate point load using Meyerhof B-Ultimate point load using Vesic with I-50 C- Os Using Section 12.13 D-ine allowable load with a FOS of 4 Using Section results fro A and C above A Y=17K/m3 = 34°, C=O NA YSAT = 19,5KN/M², $=33°, C = 0 20m long 0.5mx 0.5m pile Prestressed concrete