How does the Ram connection distribute the reinforcements in the base plate design for tension and shear rebars?
for example if i have a concrete size of 1000mm depth , 1000 mm width, 1000 mm thickness
No. of tension rebars 4
No. shear rebars 5 (major and minor axes)
does this mean that for tension rebars: one rebar in each corner
and for shear rebars: stirrup spacing will be 200mm