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Turkish I WISH GOOD WORKING TO EVERYONE READING THIS ARTICLE. I TRIED TO SOLVE THE PROBLEMS I HAVE ENCOUNTERED IN THE WORK I HAVE DONE SO FAR WITHOUT NOTICE. I THOUGHT THAT IT WOULD BENEFIT BOTH ME AND THE FRIENDS FOLLOWING THE FORUM TO NOTE THE DIFFICULTIES THAT I HAVE ENCOUNTERED IN THE LAST 2-3 DAYS HERE. I WOULD LIKE TO SHARE WITH YOU THESE SMALL DETAILS THAT MAY BE TOO SIMPLE AND MAY HAVE TO BE RESOLVED URGENTLY. 1- I PREPARED A BUILDING WITH BORED PILE WITHIN THE SCOPE OF THE TENDER. WHEN I WANTED TO LIST THE MEASUREMENTS GIVEN BY THE PROGRAM TO MAKE IT LOOK MORE ELEGANT, AND TO LIST IT IN EXCEL ENVIRONMENT, I realized that THE PROGRAM PILES DON'T GIVE REINFORCEMENT AND CONCRETE QUANTITIES. IF I SUBMITTED THE QUANTITY OF THE PROGRAM TO THE TENDER FILE WITHOUT THE NEED TO PREPARE IT IN EXCEL ENVIRONMENT, IT WAS A BAD PRACTICE BECAUSE IT IS DELIVERED TO THE CONTRACTOR DURING THE CONSTRUCTION STAGE. THIS SITUATION MUST BE CORRECTED URGENTLY. 2-I BELIEVE THAT THE PROGRAM IS STILL INCOMPLETE, EVEN IF THE PROGRAM TAKES A GOOD WAY IN CORRECTING THE REINFORCEMENTS IN MOLD PLANS. CAN A FEW IMPROVEMENTS BE MADE IN THIS REGARD? THE PROGRAM BROUGHT THE LOAD ON MOST THINGS, BUT WE FEEL HARD AS WE DON'T FIND THE TIME TO MANUALLY CORRECT THESE ARTICLES DURING THE MODIFICATION PROJECTS REQUESTED IN A SHORT TIME. 3- BASIC APL. WHEN RECEIVING THE PLAN, REINFORCEMENT DIAMETER AND LENGTH OVERCOME AT THE EXPANSION WHICH WAS DISPLAYED OF THE GONYELİ FOUNDATION SPRINGS. FIXING IT IN IMPLEMENT WORKS IN SECONDS BUT IF THE PROGRAM DOES IT, WE WILL CLOSE ANOTHER SMALL DEFECT. 4- WE NEED TO DEVELOP THE CALCULATION ACCOUNT AND DRAWING. IT WOULD BE BEAUTIFUL, IF WE CAN STRENGTHEN THESE CONSOLE TYPE RESTORATIONS. 5- I WANT TO BE ABLE TO ARRANGE THE REINFORCEMENT WALL DRAWING IN A WAY THAT THE REINFORCEMENT DIAMETER OF THE SPRINGS COMING FROM THE FOUNDATION AND THE REINFORCEMENT DIAMETER OF THE SCREW LENGTH ARE NOT THE SAME. BECAUSE I THINK THE PART OF THE RETAINING WALLS THAT IS IMPORTANT COMPARED TO THE OTHERS IS THE JOINING POINT OF THE FOUNDATION AND THE SCREEN. THERE IS NO NEED TO CONTINUE THE REINFORCEMENT WITH THE SAME THICKNESS UNTIL THE END OF THE CURTAIN, BECAUSE THE FOUNDATION TAKES THE STRESS THAT WILL OCCUR AT THIS JOINT. 6- IT WOULD BE BEAUTIFUL IF IT WAS POSSIBLE TO TAKE ISOMETRIC IMAGES ON RESTING WALLS, BORED PILE, WELL TYPE FOUNDATIONS, AS STEEL. 7-THE RIGHT AND LEFT OF THE WALL MAY NOT BE THE SAME HEIGHT ON RETAINING WALLS. FOR EXAMPLE, WHILE DRAWING A PARKING RAMP, WE CAN MAKE A RAMP CREATING 50 MT FROM 0 FROM LEVEL TO 5 M LEVELS, FOR THE CURTAIN WE MADE ON THE SIDE OF THE RAMP, WE CAN MAKE THE DRAWING WITH THE CURTAIN HEIGHT AT THE STARTING POINT AND 5 M AT THE END POINT. THIS SITUATION BECOME AN IMPORTANT WHEN DELIVERING QUANTITIES TO INSTITUTIONS. 8-CAN WE CONTROL THE DIAMETER AND TYPE OF THE SKINS TO BE USED ON RETAINING WALLS? 9- HOLD LAST SELECTIONS IN THE PROGRAM WOULD BE FURTHER IMPROVED AND IT WOULD BE BEAUTIFUL IF IT CAN SELECT ONE OF THE LAST 3 ELECTIONS. 
(I guess I'm exaggerating) 10- FOR EXAMPLE, WHILE SHOWING A 10-STOREY BUILDING, SOME COLUMNS ON THE LOWER FLOORS SAID THE VERTICAL LOAD IS TOO MUCH. IN SOME CASES, WE CANNOT CHANGE THE DIMENSIONS OF THAT COLUMN. THE PROGRAM ALLOWS ONLY TO ENTER THE PROPERTIES OF THAT COLUMN AND CHANGE THE CONCRETE CLASS, BUT IT IS NOT POSSIBLE TO POST CONCRETE FOR THAT COLUMN DURING CONCRETE CASTING. DUE TO THAT COLUMN, WE CAN PILL THE SAME CLASS OF CONCRETE ON ALL COLUMNS, BUT IT CAN BE DIFFICULT FOR THE CONTRACTOR TO MAKE ADJUSTMENTS IN THE CASTINGS TOGETHER COLUMN C30 AND IT IS NOT PLEASANT TO SAY COLUMN C30 STREET C25. I MEAN BRIEFLY, CAN I CREATE A COMMAND INSIDE FLOOR PLANS OR OTHERWISE BASE C20 FIRST THREE FLOOR C30 LAST 7 FLOOR C25 ANALYZE? (I THINK IT CAN BE CONSTRUCTED ONLY, IS IT LOGICAL AND WE SHOULD LOOK AT IT, BECAUSE IDECAD ALREADY GIVES US THE OPPORTUNITY TO INTERVENT EACH CONSTRUCTION ELEMENT ONE ONE.) THANK YOU SO MUCH FOR NOW. BRIDE EASY
(I guess I'm exaggerating) 10- FOR EXAMPLE, WHILE SHOWING A 10-STOREY BUILDING, SOME COLUMNS ON THE LOWER FLOORS SAID THE VERTICAL LOAD IS TOO MUCH. IN SOME CASES, WE CANNOT CHANGE THE DIMENSIONS OF THAT COLUMN. THE PROGRAM ALLOWS ONLY TO ENTER THE PROPERTIES OF THAT COLUMN AND CHANGE THE CONCRETE CLASS, BUT IT IS NOT POSSIBLE TO POST CONCRETE FOR THAT COLUMN DURING CONCRETE CASTING. DUE TO THAT COLUMN, WE CAN PILL THE SAME CLASS OF CONCRETE ON ALL COLUMNS, BUT IT CAN BE DIFFICULT FOR THE CONTRACTOR TO MAKE ADJUSTMENTS IN THE CASTINGS TOGETHER COLUMN C30 AND IT IS NOT PLEASANT TO SAY COLUMN C30 STREET C25. I MEAN BRIEFLY, CAN I CREATE A COMMAND INSIDE FLOOR PLANS OR OTHERWISE BASE C20 FIRST THREE FLOOR C30 LAST 7 FLOOR C25 ANALYZE? (I THINK IT CAN BE CONSTRUCTED ONLY, IS IT LOGICAL AND WE SHOULD LOOK AT IT, BECAUSE IDECAD ALREADY GIVES US THE OPPORTUNITY TO INTERVENT EACH CONSTRUCTION ELEMENT ONE ONE.) THANK YOU SO MUCH FOR NOW. BRIDE EASY