- Treated Timber Piles Used To Retain Earth Are Braced By Struts At B And Anchored To Bedrock At 1 M On Center Spacing Wa 1 (130.44 KiB) Viewed 5 times
- Treated Timber Piles Used To Retain Earth Are Braced By Struts At B And Anchored To Bedrock At 1 M On Center Spacing Wa 2 (156.34 KiB) Viewed 5 times
- Treated Timber Piles Used To Retain Earth Are Braced By Struts At B And Anchored To Bedrock At 1 M On Center Spacing Wa 3 (148.39 KiB) Viewed 5 times
- Treated Timber Piles Used To Retain Earth Are Braced By Struts At B And Anchored To Bedrock At 1 M On Center Spacing Wa 4 (156.37 KiB) Viewed 5 times
- Treated Timber Piles Used To Retain Earth Are Braced By Struts At B And Anchored To Bedrock At 1 M On Center Spacing Wa 5 (182.08 KiB) Viewed 5 times
Treated timber piles used to retain earth are braced by struts at B and anchored to bedrock at 1 m on center spacing. Water pressure acts against the lateral earth pressure. H₁ B Hy C A. H₂ Given: H1 = 3m H3 = 3m H2 = 2m
Given: H1 = 3m H3 = 3m H2 = 2m Unit weight of soil = 17.3 kN/m^3 Unit Weight of water = 9.8 kN/m^3 Flexural Rigidity, El = 8.72 x 10^12 Nmm^2 Active Earth pressure coefficient = 1/3 Assume that the piles are fixed at C. If there are no anchor rods, how much is the deflection (mm) at the tip?
If there are no anchor rods, how much is the deflection (mm) at the tip? 41 52 63 74
(continuation) If H3 = 0 (no water pressure), what should the force (kN) in the anchor rod so that there is no deflection at the tip of the pile? 34.3 47.5 54.2 69.3
(continuation) If the allowable displacement at the tip of the pile is 12 mm, and there is no water pressure, Find the force (kN) required at the anchor rod. 57.2 44.4 32.7 27.5 O