Sorry that it double posted. So I did a bit of digging. My floor is 8in reinforced concrete. Would that hold? From my research ive basically concluded that structural engineering makes no sense.It's impossible to tell if your tank will be OK without knowing the construction of the floor. I've been in many historic concrete buildings where clients wanted to increase floor loading only to find out that the floors were not adequate to sustain code level loading as they were. I would say that you will most likely be OK, however nobody here can tell you for sure.
For instance, in your case, your tank, 240g, should weight approximately 2000# of water, plus stand, tank, sump, say at least 2500#. Over 15 square feet, that's approximately 170 pounds per square foot. Code required is to be designed for 40 pounds per square foot. This is of course an average, and higher loads are to expected in some areas.
If it were me, I'd set it up against the wall, not peninsula.