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TABLE 3 CONT =D <br /> 2. Shear Walls 100 pounds per foot each side <br /> Wood stud walls with lath and for seismic shear. <br /> plaster. <br /> f' = 1500 psi unless <br /> 3. Plain Concrete Footings otherwise shown by tests. <br /> 4. Douglas Fir Wood Allowable stress same as No. 1 <br /> D. F. 3 <br /> 5. Reinforcing Steel <br /> 6. Structural Steel f s = 18,000 psi maximum <br /> f = 20,000 psi maximum <br /> 3 Stresses given may be increased for combinations of loads <br /> as specified in Section 7 -5 -855. <br /> 19 <br />