anchorage

EK397

Anchorage of the holding-down bolts into concrete foundation should be sufficient to cater for any uplift forces.

EK373

Tension field forces can only develop when an adequate anchorage is provided by the members bounding the panel.

EK285

The variation in the lever arm along the beam length is small and is never less than the value obtained at the section of maximum bending moment. Thus, it may […]