Скачать с ютуб How to pass overstressed columns in etabs tutorial video в хорошем качестве

How to pass overstressed columns in etabs tutorial video

How to fix overstress problem in etabs ETABS PROFESSIONAL COURSE JOIN NOW USING PROMO LINK ONLY FOR EXCLUSIVE CONTENT AND COMPLETE 20 STORY BUILDING DESIGN WORKSHOP: https://www.udemy.com/course/etabs-rc... ETABS Playlist:    • Видео   SAP2000 tutorials :    • Видео   Pass an overstressed beam in etabs video:    • How to pass a Overstressed Beams in e...   RCC Column Design using etabs tutorial – IMRF design using ACI code    • RCC Column Design using etabs tutoria...   RCC column design using etabs – SMRF design using ACI code:    • RCC column design using etabs – SMRF ...   RCC circular column design using Etabs tutorial:    • RCC circular column design using Etab...   Check design of existing RCC column using etabs section designer:    • Check design of existing RCC column u...   How to check seismic drift limit due to earthquake    • How to check seismic drift limit due ...   How to check drift limit due to wind    • How to check drift limit due to wind ...   How to check beam column capacity ratio in etabs Etabs beam column capacity ratio n/a Beam column capacity ratio exceeds limit etabs Etabs output interpretation PMM ratio etabs Section overstressed sap2000 Etabs design output Demand capacity ratio in etabs How to fix overstress problem in etabs How to pass overstressed columns How to pass a failing column in etabs Methods to pass column Rcc column failure RCC column fails in shear and torsion RCC column fails in torsion RCC column fail in flexure RCC column fail O/S#2 RCC column failure O/s#45 Solving problem of all members over stressed in etabs all members over stressed Members over stressed in etabs All members over stressed in etabs Reason of all members over stressed Etabs 2016 solving problem in etabs Overstressed failure in RCC columns Assign End releases to RCC columns Main steel percentage exceeds maximum allowed limit in etabs HOW TO CONTROL OVERSTRESSING IN RCC COLUMNS • If lateral shear force exceed the column’s strength hence make column supports pin that means the columns will distribute the shear forces to other columns as such that they become axial forces in space frames • If the main steel exceeds column’s limits so try applying the end releases to the beam, practically it will design beam with enough steel so that it is able to resist the applied moments and transfer it’s shear reactions to beam in form of axial loads to column • If columns are failing in irregular pattern try checking whether they are designed for sway special conditions, apply sway intermediate from overwrites if seismic zone is less than 3 • If Column failing in steel limits i.e main steel still exceeds (O/S#2) so try increasing column’s cross section • If column failing in shear (O/S #45) so try increasing cross section on architectural restrictions • If columns doesn’t pass the drift checks make the column’s base supports as fixed or increase cross section or add more columns reducing the sway of structure • Make the column base supports as fixed reducing the sway of structure hence lesser moments to be transferred to columns • If column failing in shear (O/S #5) try checking the unbraced length and effective length factor Tension controlled section Compression controlled section Balanced condition in RCC columns Over reinforced RCC column failure Under reinforced RCC column failure How to pass an overstressed RCC column in etabs Shear failure of column in etabs Flexure failure of column in etabs Torsion and shear exceeds maximum allowed limit in etabs Overwrites in etabs for column design Etab column failing in shear Fix euler’s buckling failure in etabs Load on column exceeds Euler’s load Etab column faiing in flexure RCC column Property modifiers in Etabs How to solve overstress problem in etabs Slender column failure Slenderness ratio calculation RCC Slender column design Calculate column sizes Catchment area method structural design #Etabs #Engineering #Design