Laserfiche WebLink
x 304.8 for <br />�nfrt <br />1. Bearing wall <br />1. Light framed walls with shear panels <br />system <br />a. Wood structural panel walls for <br />5.5 <br />2.8 <br />65 <br />structures three stories or less <br />b. All other light framed walls <br />4.5 <br />2.8 <br />65 <br />2. Shear walls <br />a. Concrete <br />4.5 <br />2.8 <br />160 <br />b. Masonry <br />4.5 <br />2.8 <br />160 <br />3. Light steel framed bearing walls with <br />2.8 <br />2.2 <br />65 <br />tension -only bracing <br />4. Braced frames where bracing carries <br />4.4 <br />2.2 <br />160 <br />gravity load <br />2.8 <br />2.2 <br />- i <br />a. Steel <br />2.8 <br />2.2 <br />65 <br />b. Concrete 3 <br />c. Heavy timber <br />2. Building frame <br />1. Steel eccentrically braced frame (EBF) <br />7.0 <br />2.8 <br />240 <br />system <br />2. Light framed walls with shear panels. <br />a. Wood structural panel walls for <br />6.5 <br />2.8 <br />65 <br />structures three stories or less <br />b. All other light -framed walls <br />5.0 <br />2.8 <br />65 <br />3. Shear walls <br />a. Concrete <br />5.5 <br />2.8 <br />240 <br />b. Masonry <br />5.5 <br />2.8 <br />160 <br />4. Ordinary braced frames <br />a. Steel 6 <br />5.6 <br />2.2 <br />35 6 <br />b. Concrete3 <br />5.6 <br />2.2 <br />- <br />c. Heavy timber <br />5.6 <br />2.2 <br />65 <br />5. Special concentrically braced frames <br />a. Steel <br />6.4 <br />2.2 <br />240 <br />