11-04-2010, 11:11 AM
Attn: techno
since you mentioned at wall corner the compression force (KN/m) is very high. so, i suggested that you assign pier to the corner element for 1 floor height and etabs will integrate the pier axial and bending for you. Then, you can design and reinforce the pier as a column.
since you mentioned at wall corner the compression force (KN/m) is very high. so, i suggested that you assign pier to the corner element for 1 floor height and etabs will integrate the pier axial and bending for you. Then, you can design and reinforce the pier as a column.