How to pass a Overstressed Beams in etabs tutorial

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  
RCC Beam design 1 :    • Detailing and Design of Continuous Be...  
RCC Beam design 2 :    • Complete Design and Detailing of RCC ...  
How to fix overstress problem in etabs
How to pass overstressed beams
How to pass a failing beam in etabs
Methods to pass beam
Rcc beam failure
RCC beam fails in shear and torsion
RCC beam fails in torsion
RCC beam fail in flexure
RCC beam fail O/S#2
RCC beam 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 beams
Assign End releases to RCC beams
Main steel percentage exceeds maximum allowed limit in etabs
HOW TO CONTROL OVERSTRESSING IN RCC BEAMS
• If torsion and shear combined exceed the beam’s strength hence make beam torsionally flexible that means the slab will absorb all the torsion itself and beam will not take much part in resisting it as slab will then be designed for stronger forces
• If the main steel exceeds beam’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
• Make the column base supports as fixed reducing the sway of structure hence lesser moments to be transferred to beams
• If beams 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 beam failing in flexure i.e main steel still exceeds (O/S#2) so try increasing beam’s depth
• If beam failing in shear (O/S #45) so try increasing depth OR width based on architectural restrictions
• If beam failing in deflection the try increasing depth of beam
Tension controlled section
Compression controlled section
Balanced condition in RCC beams
Over reinforced RCC beam failure
Under reinforced RCC beam failure
How to pass an overstressed RCC beam in etabs
Shear failure of beam in etabs
Flexure failure of beam in etabs
Torsion and shear exceeds maximum allowed limit in etabs
Overwrites in etabs for beam design
Etab beam failing in shear
Etab beam faiing in flexure
RCC beam Property modifiers in Etabs
How to solve overstress problem in etabs

#Etabs #Engineering #Design