BAGW
Structural
- Jul 15, 2015
- 390
Hi,
In case of foundation design for one-way shear and punching shear when the columns are spaced close such that the one-way shear and two-way shear zone of influence overlaps each other (like in case of expansion joint where columns are spaced 2'-0" to 3'-0" apart), is the critical section for one way and two-way shear as shown below? Is there any reference for this?
In case of foundation design for one-way shear and punching shear when the columns are spaced close such that the one-way shear and two-way shear zone of influence overlaps each other (like in case of expansion joint where columns are spaced 2'-0" to 3'-0" apart), is the critical section for one way and two-way shear as shown below? Is there any reference for this?
