Beam reinforcement with Cranked bottom bars | Tekla Structures

[@carlosaguilar4550]

Buen trabajo. Continua asi. Dicen que la mejor forma de aprender es enseñar. saludos amigo.

[@MauriceDimba]

thank you

[@carlosaguilar4550]

Thanks a lot Maurice. Good job. Can you upload the Archive to review in Tekla? please. Bye.

[@MauriceDimba]

noted

[@bayramyucel6523]

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

[@bayramyucel6523]

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???

[@MauriceDimba]

yes very much possible

[@bayramyucel6523]

@@MauriceDimba can you help us????

[@DesignReady.]

Is it give cutting length

[@bmontoya]

How can I get that kind of "rebar in beam (90)", since I don't have it in my database. Greetings from Peru.

[@MauriceDimba]

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.

[@MauriceDimba]

civilmax.com/file/view/9/grasshopper-tekla-live-link-2017

[@kvdhamo2941]

Hi Sir column size and beam is must to be same size..?? Wheather it can be different

[@MauriceDimba]

Yes, definitely

[@mohamedboukmouri3533]

When drawing, the drawing board there is a problem showing the arming table. How can I see this table

[@opikependi]

good.

[@MauriceDimba]

Thank you! Cheers!

[@bijaygorain9073]

Very helpful video... how to change the number of crank bars

[@bijaygorain9073]

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.

[@MauriceDimba]

good to hear that

[@MauriceDimba]

I will consider that in the next upload

[@bijaygorain9073]

@@MauriceDimba cool... you should also try continuous reinforcement component. It also has same kind of glitch.

[@slomo-r2744]

thanks ; haw i can showing the arming and ferreilliage in plans

[@MauriceDimba]

I will show you when generating shop drawings

[@obedtari8390]

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?

[@MauriceDimba]

send the images of what is not working to [e-mail]

[@lilp7632]

THANKS

[@MauriceDimba]

You're most welcome

[@romeounda8731]

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

[@MauriceDimba]

Mail me at [e-mail]

[@kapishsharma1018]

reduce the number of advertisements in your video.

[@MauriceDimba]

Noted