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
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