For plans with engineered lateral-load-resisting elements, how should we apply the use of “drag struts” or “collectors” to load-resisting elements such as shear walls or frames?
Related Questions
- For plans with engineered lateral-load-resisting elements, how should we apply the use of "drag struts" or "collectors" to load-resisting elements such as shear walls or frames?
- Besides the "green sheet" criteria, what other elements should the minority issues plans include?
- Are rated walls required to be detailed on the low voltage plans?