GoodnightKiwi
Geotechnical
- Oct 26, 2011
- 16
Hi -
Can anyone guide me to formulas that relate to calculation of miniumm steel plate size and thickness, and minimum tendon diameter for design of a tied-back retaining wall. Anchor plate would be square and would have a central hole. Reidbar tendon load would be applied to the plate in a donut type load distribution. Only the one row of anchors is assumed.
Thanks
Can anyone guide me to formulas that relate to calculation of miniumm steel plate size and thickness, and minimum tendon diameter for design of a tied-back retaining wall. Anchor plate would be square and would have a central hole. Reidbar tendon load would be applied to the plate in a donut type load distribution. Only the one row of anchors is assumed.
Thanks