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Long-Term Deflection Analysis in ETABS
Short term deflection is checked for LL only, how u write D+L? Similarly LTD is short term LL%+ LT sustained?!!!
good video..please make a tutorial video of how to design a footing in ETABS, verifying the soil pressure
For this you need to have CSI Safe.
How did u do that
Long-Term Deflection Analysis in ETABS
Short term deflection is checked for LL only, how u write D+L? Similarly LTD is short term LL%+ LT sustained?!!!
good video..please make a tutorial video of how to design a footing in ETABS, verifying the soil pressure
For this you need to have CSI Safe.
How did u do that