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<br />TABLE 2 <br /> <br />RESULTS OF STRESS ANALYSES <br />DEWEESE DAM RAISE SECTION ABOVE GAGE HEIGHT 30.1 <br />All stresses are pounds per square inch (psi) <br /> <br />,. <br /> <br />LOADING COMPUTED STRESSES (1) MAXIMUM ALLOWABLE <br />CASE MAXIMUM MINIMUM COMPRESSIVE STRESS <br />1 - Reservoir at Gage Height 40.4 (Normal Pool) 9.8 (2) 8.7 (2) 333 <br />2 - Reservoir at Gage Height 42.1 (Dam Crest) 11 (2) 7.5 (2) 500 <br />3 - Reservoir at Gage Height 44.1 (IOO-year Runoff Event) 17 (3) 1.4 (3) 500 <br />4 - Reservoir at Gage Height 52.1 (10-foot Overtopping) 3 I (3) -12.7 (3) 500 <br />5 - Reservoir at Gage Height 65.6 (50% PMF Runoff Event) 55 (3) -36.5 (3) 500 <br />6 - Reservoir at Gage Height 40.4 (Normal Pool with Ice Load) 43 (3) - 23.9 (3) 500 <br /> <br />Notes: <br />(I) Compressive stresses are positive, tensile stresses are negative. <br />(2) Not including effects of uplift at base of raise section. <br />(3) Including effects of uplift at base of raise section. <br /> <br />GEl Consultants, Inc. <br /> <br />December 1994 <br />Project No. 9431 ] <br />