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.
