Have a condition where the inside face of a handicap ramp wall is located just 4'-5" from the outside face of building fdn wall. The building fdn wall retains 12'-9". Handicap ramp goes from lower grade to top of building fdn wall (12'-9"). Filling space btwn walls w/ 3/4" clean gravel. Seems to me the distance btwn walls is too small to mobilize full soil wedge so the EFP should be reduced. What EFP should the ramp wall be designed for?
Red Flag Submitted
Thank you for helping keep Eng-Tips Forums free from inappropriate posts. The Eng-Tips staff will check this out and take appropriate action.
Reply To This Thread
Posting in the Eng-Tips forums is a member-only feature.
Manufacturers are at a critical juncture. Either they evolve their product processes or get disrupted by new competitors who have been built from the ground up to develop complex systems and products defined by software. Download Now
Savvy engineers have eagerly anticipated the impact of virtual reality (VR) on robot programming technology, as it can dramatically increase productivity by empowering engineers to do their jobs safer and more efficiently. Download Now