1-40-äliwl-jûyiglö.pdf - Adobe Acrobat Reader DC (32-bit) a Window Help Principles-of-Foun. تلخيص هندسة ال الفاینل محمد نور.pdf فاوندیشن 6.pdf x فاونديشن - اسئلةم Fir 6 /8 Refer to the following figure, a footing is to be constructed on a saturated clay. DE Ysx1 =17.30 KN/m² H 0= 0° — ВxL 0.75 m Cu! Ys:=17.35 KNm³ Cu: Find the ultimate stress in (kPa)? Activat Use: (B x L)= (0.94 x 1.29) m; Df= 0.91 m; F.S = 3.8; Cu1 = 68.5 kPa; Cu2 = 45.8 kPa Go to PC
1-40-äliwl-jûyiglö.pdf - Adobe Acrobat Reader DC (32-bit) a Window Help Principles-of-Foun. تلخيص هندسة ال الفاینل محمد نور.pdf فاوندیشن 6.pdf x فاونديشن - اسئلةم Fir 6 /8 Refer to the following figure, a footing is to be constructed on a saturated clay. DE Ysx1 =17.30 KN/m² H 0= 0° — ВxL 0.75 m Cu! Ys:=17.35 KNm³ Cu: Find the ultimate stress in (kPa)? Activat Use: (B x L)= (0.94 x 1.29) m; Df= 0.91 m; F.S = 3.8; Cu1 = 68.5 kPa; Cu2 = 45.8 kPa Go to PC
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Refer to the following figure, a footing is to be constructed on a saturated clay.
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Use: (Bx L)= (0.94 x 1.29) m; Df= 0.91 m; FS = 3.8; Cu1 = 68.5 kPa; Cu2 = 45.8 kPa
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