Dr.Lube
Guest
Good morning, everyone!
I didn't know where to post and I dared here, hoping not to miss too much.
I would have the need to develop something (a program?) to calculate the punching armor more automatically and quickly.
my current knowledge is c++ (I have done some work at university, nothing to brag about), lisp and some vlisp (know developed recently in the working environment).
the excel file is completely defined, it is only about switching from autocad the necessary data to carry out verification.
the data in question are:
1) height of the floor "h" and static height "d" (to pass as variable)2) Concrete resistance rck cxx/xx of the loft (to pass as variable)3) size of the rectangular pillar "c1", "c2" (or the diameter of the circular one "c3") ( geometric element)4) distance from edges for perimeter pillars ( geometric element)5) distance and internal angle of two tangents on the edges of the hole starting from the center of the pillar (only if the holes are within six static heights ( geometric element)6) upper armor in two directions x and y (to pass as variable)7) lower cover "ci" (to pass as variable)8) "ved" punching stress (to pass as variable)
9) momento flettente "med" (to pass as variable)(all also applies to walls with some small difference)
a colleague was developing a system with the use of the blocks but it is rather slender. in fact previews to go every time to widen the block to make it "cover" exactly the pillar in the plant and pass it all the parameters by means of the mask that appears to the insertion. then with a foreign data I go import them into excel.
I wanted to create something easier to use. for example use various layers for elements: a layer for the pillars, one for the forometrics and one for the perimeter drawing polylines with, if possible, attributes.
I'll explain better.
a) for the perimeter I use the layer "perimeter" and design a polyline to which I give the characteristics of the sole: rck, h, h and c;
b) for the pillars use the layer "pilastri" and design a polylinea to which I pass as a parameter the ved, med (while the dimensions are already geometrically defined) would also be nice if he understood alone how far it is from the perimeter so as to self-fledged as an internal pillar, of edge or of edge;
c) for the forometrics I go to use the homonymous layer and if its distance is less than 6 h (6 static heights) from a pillar I go to take the angle of the two tangents passing through the corners of the hole and leave from the center of the pillar.
then everything will be passed to the excel file, which will elaborate a solution and provide geometric parameters that will return in autocad to draw, for each of the pillars the necessary punching armor.
Is it possible to do something like that?
which is the best method? Do I have to learn the object arx?
I also need some ideas to understand where to go. .
Thank you very much, dennis
I didn't know where to post and I dared here, hoping not to miss too much.
I would have the need to develop something (a program?) to calculate the punching armor more automatically and quickly.
my current knowledge is c++ (I have done some work at university, nothing to brag about), lisp and some vlisp (know developed recently in the working environment).
the excel file is completely defined, it is only about switching from autocad the necessary data to carry out verification.
the data in question are:
1) height of the floor "h" and static height "d" (to pass as variable)2) Concrete resistance rck cxx/xx of the loft (to pass as variable)3) size of the rectangular pillar "c1", "c2" (or the diameter of the circular one "c3") ( geometric element)4) distance from edges for perimeter pillars ( geometric element)5) distance and internal angle of two tangents on the edges of the hole starting from the center of the pillar (only if the holes are within six static heights ( geometric element)6) upper armor in two directions x and y (to pass as variable)7) lower cover "ci" (to pass as variable)8) "ved" punching stress (to pass as variable)
9) momento flettente "med" (to pass as variable)(all also applies to walls with some small difference)
a colleague was developing a system with the use of the blocks but it is rather slender. in fact previews to go every time to widen the block to make it "cover" exactly the pillar in the plant and pass it all the parameters by means of the mask that appears to the insertion. then with a foreign data I go import them into excel.
I wanted to create something easier to use. for example use various layers for elements: a layer for the pillars, one for the forometrics and one for the perimeter drawing polylines with, if possible, attributes.
I'll explain better.
a) for the perimeter I use the layer "perimeter" and design a polyline to which I give the characteristics of the sole: rck, h, h and c;
b) for the pillars use the layer "pilastri" and design a polylinea to which I pass as a parameter the ved, med (while the dimensions are already geometrically defined) would also be nice if he understood alone how far it is from the perimeter so as to self-fledged as an internal pillar, of edge or of edge;
c) for the forometrics I go to use the homonymous layer and if its distance is less than 6 h (6 static heights) from a pillar I go to take the angle of the two tangents passing through the corners of the hole and leave from the center of the pillar.
then everything will be passed to the excel file, which will elaborate a solution and provide geometric parameters that will return in autocad to draw, for each of the pillars the necessary punching armor.
Is it possible to do something like that?
which is the best method? Do I have to learn the object arx?
I also need some ideas to understand where to go. .
Thank you very much, dennis
