@HTURKAK There are 4-20Φ bar at bottom in section M-M and 2-20Φ,2-16Φ bar and 2-16Φ extra at top.
And additional reinforcement is provided in every beams and there are 4-20Φ at section N-N. I used 500mm as effective beam depth as reference with slab. I’m Unsure whether it is critical or not and...
https://res.cloudinary.com/engineering-com/image/upload/v1650946160/tips/01_kwl9qn.pdfhttps://res.cloudinary.com/engineering-com/image/upload/v1650946194/tips/02_cjoagm.pdfI found hairline crack running diagonally in newly constructed beams. The crack is visible and very small in size, should I...
Can we construct shear wall for lift above orginal foundation as the original footing is more deeper than required lift pit. So the mat footing for shear wall raises above the original building foundation. I plan to attach the shear wall into orginal building column but will have different footing.
Thanks HTURKAK, for your valuable suggestions. I was in alot of stress and now I got something to plan for future. I also appreciate your time and effort to explain in details.
Thanks HTURKAK, for your help. The drawings will be revised and recalcuated. But the main problem is how critical can we take plinth beam and column joint incase of eq loading.The site condition cannot be altered and column has already been casted and its time for plinth beam construction. I...
I have attached the drawing and shown the the shifted plinth height from original location as you can see cross mark there. I hope you understand. https://files.engineering.com/getfile.aspx?folder=13279329-ff4b-49d3-b8f4-7bec9ce22fa0&file=Screenshot_20210405-194217__01__01__01.jpg
Can we construct shear wall for lift above orginal foundation as the original footing is more deeper than required lift pit. So the mat footing for shear wall raises above the original building foundation. I plan to attach the shear wall into orginal building column but will have different...
Actually the height of plinth was increased to get to road level and the half of the splice location fall on the plinth height. The lapping position was in alternate so these joggle fall at plinth beam and column joint. We had rebar detail's and client told to change the original height of...
My five story public building is situated in earthquake prone area.The contractor placed joggle at beam column joint. And 50 percent of laps fall at beam column joint while constructing plinth beam. Would it be ideal to construct the plinth beam at that joggled region? Please provide me some...
