IN MY PREVIOUS DELIVERY HE/SHE HAD EXPLAINED TO HIM THAT I BELIEVE THAT IT WOULD BE UNDERSTANDABLE MA IF THE RESTRICTIONS WERE INTRODUCED OF I LINK BY MEANS OF USERFORMS

I HAVE BEEN WORKING IN IT AND ALSO IN THE INTRODUCTION OF DATA OF KNOTS AND BARS BY MEANS OF USERFORMS AND IN IMPROVING THE ONE CENTERED OF THE DRAWINGS IN THE FILES DXF

I ADD SEVERAL CASES THAT HAS NOT BEEN POSSIBLE TO SOLVE WITH THE LEAF OF I CALCULATE PREVIOUS AND SOME NEW EXAMPLES, AMONG WHICH THERE IS A CURIOUS CASE: THE BRIDGE HELL DE PENNSYLVANIA

NOBODY SEEKS TO CALCULATE A STRUCTURE OF THIS SPAN WITH SO MUCH SIMPLIFICATION, IT IS ALONE AN ACADEMIC EXAMPLE THAT SHOWS THE EASY THING THAT IT IS THE USE OF THIS TOOL: THEN OF INTRODUCING THE ALONE DATA WE HAVE TO PRESS SOME BELLBOYS AND TO WAIT SOME SECONDS

I SUPPOSE THAT HE/SHE WILL HAVE TO REPLACE THEM IN THEIR IT PAGINATES. I APOLOGIZE HIM A THOUSAND FOR THE NUISANCES, ALTHOUGH I BELIEVE THAT IT HAD ALREADY CLARIFIED HIM THAT IT SENT THE CODES MACRO DESPROTEGIDOS BECAUSE THEY WERE SUBJECT TO MODIFICATIONS


I WOULD LIKE THAT SOMEBODY CONTRIBUTION SOME IDEAS TO IMPROVE THESE CODES