(L.0.3.2) (L.0.4.2) A pile foundation is subjected to ultimate loads at the bottom of pile cap as below table: Nz (kN) M

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(L.0.3.2) (L.0.4.2) A pile foundation is subjected to ultimate loads at the bottom of pile cap as below table: Nz (kN) M

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L 0 3 2 L 0 4 2 A Pile Foundation Is Subjected To Ultimate Loads At The Bottom Of Pile Cap As Below Table Nz Kn M 1
L 0 3 2 L 0 4 2 A Pile Foundation Is Subjected To Ultimate Loads At The Bottom Of Pile Cap As Below Table Nz Kn M 1 (261.27 KiB) Viewed 51 times
(L.0.3.2) (L.0.4.2) A pile foundation is subjected to ultimate loads at the bottom of pile cap as below table: Nz (kN) My(kN.m) Mx(kN.m) 11503 110 170 A y 6400 800 2400 2400 800 Pile: d=0.8m, pile cap: thickness=1.5m Determine the followings : 1. (L.0.3.2) The load acting on each pile. 2. (L.0.4.2) Required area of rebars for the pile cap (two directions) if the thickness of cover is 12cm, 0 16. I ch 700کن X My +6 Mx 4
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