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<br />RBD. Inc., Engineering Consultants <br /> Downstream Bridge Face <br />tit WSEL A TW Dh WP R R^2/3 <br />_.....------- .-.---------- -----~------- .------------ ------------. ------------- -----.._------ <br /> 46.5 0 0 0 0 0 0 <br /> 50 157.5 80 1.97 87.35 1.80 1.48 <br /> 52 317.5 80 3.97 95.35 3.33 2.23 <br /> 54 477.5 80 5.97 103.35 4.62 2.77 <br /> 56 637.5 80 7.97 111.35 5.73 3.20 <br /> 58 797.5 80 9.97 119.35 6.68 3.55 <br /> 60 957.5 80 11.97 127.35 7.52 3.84 <br /> Upstream Bridge Face <br /> WSEL A TW Dh WP R R^2/3 <br /> -.._---------- ------------- ---_.-------- .------------ ------------- ------------- .----.._------ <br /> 47 0 0 0 0 0 0 <br /> 50.5 157.5 80 1.97 87.35 1.80 1.48 <br /> 52 277.5 80 3.47 93.35 2.97 2.07 <br /> 54 437.5 80 5.47 101.35 4.32 2.65 <br /> 56 597.5 80 7.47 109.35 5.46 3.10 <br /> 58 757.5 80 9.47 117.35 6.46 3.47 <br /> 60 917.5 80 11.47 125.35 7.32 3.77 <br /> Critical Section <br /> Width each half = 41 It <br />. WSEL A TW Dh WP R R^2/3 <br />-'------------ ------------- ------------- ---..--------- ------------- ------------- -----""------- <br />50.2 0 0 0 0 0 0 <br /> 52.5 188.6 82 2.30 91.20 2.07 1.62 <br /> 54.5 352.6 82 4.30 99.20 3.55 2.33 <br /> 55.5 434.6 82 5.30 103.20 4.21 2.61 <br /> 57 560.6 84 6.67 108.20 5.18 2.99 <br /> 59 728.6 84 8.67 112.20 6.49 3.48 <br /> <br />. <br /> <br />z'ljl{() <br />