IBC Section 2305.3.7.2.1, Item 2. allowable shear of 490plf?
IBC Section 2305.3.7.2.1, Item 2. allowable shear of 490plf?
(OP)
Can anyone tell me if the 490plf maximum allowable shear load is the absolute maximum allowed? In other words, is the 490plf limit applied to even a double sheathed shear wall segment?






RE: IBC Section 2305.3.7.2.1, Item 2. allowable shear of 490plf?
RE: IBC Section 2305.3.7.2.1, Item 2. allowable shear of 490plf?