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Assigning Line Spring In Etabs
UmarMakhzumi and one other reacted to EngrUzair for a topic
I second waqar saleem. Keeping in view our normal construction which is either loosely supervised or unsupervised, soil support is never expected to remain under the plinth beams (PB), unless the PB is resting on the masonry with a footing underneath. Therefore, IMHO it is better, rather necessary, to design PB for the full beam span in almost all situations, without bothering about the soil support, Regards.2 points -
Assigning Line Spring In Etabs
UmarMakhzumi and one other reacted to Waqar Saleem for a topic
What if soil is removed under the plinth beams, i prefer not to support the plinth beams, it is more conservative but safe and realistic.2 points -
Punching Shear In Safe
UmarMakhzumi and one other reacted to WR1 for a topic
Without opening the model, I want to say that It could be... Redraw the area as one chunk instead of separate areas over columns Check if there is a line element over column (beam), if yes then delete it, there is no punching if beam is present2 points
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