sir beam and column width same and 4 nos of beam bar at support, then 3 nos bar going in column bar and 1 bar going out side if i cranked, then no space clear horizontal distance bar to bar. What am i do?
saikat mondal ji I think there is a design issue,You can not get out of your steel column because there is an anchor issue and your Cline will not accept them.Other side Beam bars can not be bend again(According to the link).So what can we do? In my opinion,If your designer has given something like this in the drawing, then he might have thought something.And the designer knows how it works in the construction site.So you do not need to worry,And take the traditional site process and do it.If you know any other way, please share it with us.we are very proud of your comments.Please keep comments like this.Thank you very much
can you make a video of BBS of one way and two way slab
Thank you sir...
Welcome sir
Sir can we lapping two different dia. Bar
sir if beam bar cage reduced , provide more cover any problem? Beam bar to bar horizontal clear distance more then 25mm.
sir what happen wide beam construction? Then beam bar going outside of column bar.
sir beam and column width same and 4 nos of beam bar at support, then 3 nos bar going in column bar and 1 bar going out side if i cranked, then no space clear horizontal distance bar to bar. What am i do?
sir if beam and column interior then same process ?
yes sir
sir plz describe me below link...
saikat mondal ji I think there is a design issue,You can not get out of your steel column because there is an anchor issue and your Cline will not accept them.Other side Beam bars can not be bend again(According to the link).So what can we do? In my opinion,If your designer has given something like this in the drawing, then he might have thought something.And the designer knows how it works in the construction site.So you do not need to worry,And take the traditional site process and do it.If you know any other way, please share it with us.we are very proud of your comments.Please keep comments like this.Thank you very much