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beam
concrete
design
detailing failure
RCDC
STAAD
How to solve Detailing failure of Beam in Staad RCDC?
Tapon Chakrabarti
I am working of a factory building, area of (119578*46422) sq.mm . Its holding Live Load of 130 psf . Columns 20 Nos. in long & 8 Nos.in short direction Dead Load is of Main wall(0.8353 ksf)+Partition wall(0.363 ksf)+Floor Finish(0.03 ksf)+Self…
over 5 years ago
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