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TABLE 3 (CONT'D) <br />2. Shear Walls <br />Wood stud walls with lath and plaster. <br />3. Plain Concrete Footings <br />100 pounds per foot each side for seismic <br />shear. <br />fc = 1500 psi unless otherwise shown by <br />tests. <br />4. Douglas Fir Wood <br />5. Reinforcing Steel <br />6. Structural Steel <br />Allowable stress same as No. 1 D.F.3 <br />fs = 18,000 psi maximum3 <br />fs = 20,000 psi maximum3 <br />3 Stresses given maybe increased for combinations of loads as specified in Section 7-5-855. <br />17 <br />