Use of HSL4B -M12 and HUS4-H 12 anchors

We have a Concrete beam of 180 mm thickness. We are anchoring the lift shaft to the concrete beam. We have anchor struts on both sides of the concrete beam. Drawing is attached. We have planned to use HSL4B -M12 and HUS4-H 12 anchors on left side and right-side anchoring of the beam. The embedment depth of HSL 4B anchors is approx. 80 mm , and for HUS4-H12 anchors is approx 80 mm. ( we have the concrete thickness 180mm). so is it possible to place the different anchors types on this 200mm thick beam? will the anchors have any combination effect on each other? or do we need to use through and through anchor type instead of using two different anchors? and if we wanted to use 2 different anchors, what can be the minimum concrete thickness allowed , without one anchor having influence on another.