I understand that the stirrups carry shear and torsional shear. My question is can you look at Vux + Torsion as one case and then Vuy + torsion as a second case and then design with the controlling case.
I have a concrete beam that is taking on a load that is creating torsion in the beam as well as bending and shear about two axis. I have the bi-axial bending worked out for the beam design, but I am having issues with the shear and torsion design. Can the design be looked at independently by...
Is there a good design manual or book that explains how to design the tieback anchorages to H piles and drilled shafts for tiedback walls? Specifically, load transfer from the tiebacks to the soldier piles/ drilled shafts.
Is there a good reference out that would give examples of how to design the bearing plates and anchorages attached to a steel pile or a drilled shaft for tied back walls?
If you are determining the length of the pile, you need to used the service loads. Generally the Geotech has already provided the safety factors in the allowable values you use. If you are doing the structural design of the pile, then use the Load Factors (strength design).
