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.
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...