I am designing for a connection that will resist overturning of wall coping and the dowels (#6) run from the wall coping to the wall. The dowels are in tension and when the coping is overturning. The dowels are fixed in the coping hole which will be filled with grout mentioned above. I want to...
The specs sheet I am looking at for my grout suggests a bond strength of 1500 psi after 28 days. In order to check whether this is good for my factored demand (LRFD), I would like to know what resistance factors can I apply to the bond strength or which code/design manual could I find that in...
