w+ 7-Given the following find A-Ultimate point load using Meyerhof B-Ultimate point load using Vesic with I-50 C- Os Usi
Posted: Fri Jul 08, 2022 5:52 am
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