Load capacity of horizontal wall holes
- Each threaded hole: ± 125 kip lateral and 125 kip shear, simultaneously
- 9 ft wide edge strip: V = 470 kip/ft and M = 2,160 ft-kip/ft
- ± 880 kip lateral at 16 ft elevation
- ± 880 kip lateral at 32 ft elevation
- 1,760 kip shear, simultaneously
Lateral capacity - vertical strips in each wall
- Overall: V = 1,760 kip and M = 43,600 ft-kip
- Distributed Shear: 195 kip/ft
- Distributed moment: 2,115 ft-kip/ft