- W 7 Given The Following Find A Ultimate Point Load Using Meyerhof B Ultimate Point Load Using Vesic With 1 50 C Os Usin 1 (24.04 KiB) Viewed 32 times
w+ 7-Given the following find A-Ultimate point load using Meyerhof B-Ultimate point load using Vesic with 1-50 C-Os Usin
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w+ 7-Given the following find A-Ultimate point load using Meyerhof B-Ultimate point load using Vesic with 1-50 C-Os Usin
w+ 7-Given the following find A-Ultimate point load using Meyerhof B-Ultimate point load using Vesic with 1-50 C-Os Using Section 12.13 D-ine allowabie load with a POS of 4 Using Section results fro A and C above AY Y=17KN/m3 = 34°, C = O Nw 7 YEAT = 19,5KN/m², $=33°, C = 0 20m long 0.5mx0.5m pile Prestressed concrete •