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= x x W <br />= W <br />VMAX = W =x W = W Eq. (12.8-3) <br />x <br />Eq. (12.8-2) <br />V = r W =x x W = x W <br />= W [Strength Level][Includes Rho]Sec. (12.8-1) <br />V = x W <br />= W [Allowable Stress Design][Includes Rho]Sec. (12.8-1) <br />0.5 0.4640 1.0 <br />6.5 <br />0.036 <br />SD1 I 0.568 1.0 <br />0.15 <br />1.3 0.161 <br />0.4898 <br />T R 0.178 6.5 <br />SDS I 1.041 1.0 1.3 <br />R 6.5 <br />0.209 <br />0.7 0.209