Solution for OS#2, OS#5 and OS#35 in ETABS - Civil Engineering Talks

Disable text

Recent POst

Saturday 23 March 2024

Solution for OS#2, OS#5 and OS#35 in ETABS




WARNING O/S #5 :

This warning means Pu > 0.75 Pc

Probable Solutions :

  • Calculate and insert the actual value of k 
  • Decrease the axial load if available .
  • Increase the column size ( specially the width )
  • Reduce the height if available .
  • Increase f’c

 

WARNING O/S #2 :

This warning means that the required reinforcement ratio exceeds 6% for special sway or 8% for other cases This warning shows in case the column reinforcement is defined for Design . At splice area should be checked of the half of these ratio 3% and 4% respectively

Probable Solutions :          

  • Calculate and insert the actual value of k if dns > 1
  • If the column is short you can design the column with inserting the value of dns = 1 in Frame Design Overwrite and with deactivation P-D
  • If the column is Slender But Nonsway ( from Step 5 results ) , you can design  the column with deactivation P-D
  • Increase the column size ( specially the width )              
  • Try to change the distribution of the bars in the column section            
  • Decrease the axial load and the moments if available.             
  • Increase f’c      

 

WARNING O/S #35 :

This warning means that the capacity ratio D/C ( ratio of required reinforcement to the used reinforcement ) exceeds 1 , This warning shows in case the column reinforcement is defined for Check , Note that user has to check the if the applied reinforcement exceeds the max reinforcement ratio .

Probable Solutions :

  • Calculate and insert the actual value of k if dns > 1 
  • If the column is short , you can design the column with inserting the value of dns = 1 in Frame Design Overwrite and with deactivation P-D
  • If the column is Slender But Nonsway (from Step 5 results  ), you can design the column with deactivation P-D
  • Increase the size and/or the number of the bars in the column section
  • Try to change the distribution of the bars in the column section
  • Increase the column size ( specially the width )
  • Decrease the axial load and the moments if available .
  • Increase f’c

  

No comments:

Post a Comment

Pages