Do we have a chance to make such a design by not connecting the sprouts left at the concrete casting at zero elevation, but by starting at +100 cm elevation and making it at 80 cm height???
I have a question, when a beam is modeled, the column face model or the column axis, because tekla generates a meter and if I model it to the axis, the concrete would mismeasure me, but steel does not generate me well. what solution can there be, please help
Hi Maurice. I tried to used Wind and Seismic Wizards on Tekla Structural Designer but It does not work. A notice reads "No Wizard Variant for current Code" I am using Australian Code. Can you help me out?
Buen trabajo. Continua asi. Dicen que la mejor forma de aprender es enseñar. saludos amigo.
thank you
dear teacher, how do we start the colon sprouts not from the top of the floor, but from a height of 1 meter, for example
Thanks a lot Maurice. Good job. Can you upload the Archive to review in Tekla? please. Bye.
noted
Do we have a chance to make such a design by not connecting the sprouts left at the concrete casting at zero elevation, but by starting at +100 cm elevation and making it at 80 cm height???
yes very much possible
@@MauriceDimba can you help us????
Is it give cutting length
Hi Sir column size and beam is must to be same size..?? Wheather it can be different
Yes, definitely
When drawing, the drawing board there is a problem showing the arming table. How can I see this table
How can I get that kind of "rebar in beam (90)", since I don't have it in my database. Greetings from Peru.
by end of January,all all macros for Tekla will be available on www.civilmax.com,Its being worked on, to have everything that you may need in design.
civilmax.com/file/view/9/grasshopper-tekla-live-link-2017
I have a question, when a beam is modeled, the column face model or the column axis, because tekla generates a meter and if I model it to the axis, the concrete would mismeasure me, but steel does not generate me well. what solution can there be, please help
Mail me at mauridimba1@gmail.com
Very helpful video... how to change the number of crank bars
I actually figured it out myself but I am not able to change the number of bars to one. Other than that it's working fine.
good to hear that
I will consider that in the next upload
@@MauriceDimba cool... you should also try continuous reinforcement component. It also has same kind of glitch.
Hi Maurice. I tried to used Wind and Seismic Wizards on Tekla Structural Designer but It does not work. A notice reads "No Wizard Variant for current Code" I am using Australian Code. Can you help me out?
send the images of what is not working to mauridimba1@gmail.com
thanks ; haw i can showing the arming and ferreilliage in plans
I will show you when generating shop drawings
good.
Thank you! Cheers!
THANKS
You're most welcome
reduce the number of advertisements in your video.
Noted