Long-Term Deflection Analysis in ETABS

[@EngineeringLearningPlatform]

Long-Term Deflection Analysis in ETABS

[@shahthanvi-ne4ve]

Short term deflection is checked for LL only, how u write D+L? Similarly LTD is short term LL%+ LT sustained?!!!

[@ShelbySolomons]

good video..please make a tutorial video of how to design a footing in ETABS, verifying the soil pressure

[@Engrwaleed555]

For this you need to have CSI Safe.

[@MahaMohamed-k1p]

How did u do that

[@engamirsamyfaragalla4726]

MAXIMUM NUMBER OF CRACKED SECTION ITERATIONS REACHED FOR CASE: LCASE3 SUBSEQUENT RESULTS WILL NOT BE AVAILABLE