w+ 7-Given the following find A-Ultimate point load using Meyerhof B-Ultimate point load using Vesic with 1-50 C-Os Usin
Posted: Fri Jul 08, 2022 5:51 am
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 •