APPENDIX F Design criteria: The stability factors and loadings used in the design of the spillway and outlet works were as follows: Allowable sliding factor = . 30 Spillway gate structure (maximum) = .35 Spillway inlet walls = .40 Spillway chute walls and = . 45 Spillway stilling basin walls = . 50 Abutment walls (no downstream Overturning factor Weight of dry earth fill 120 Ib. per cu. ft. 130 (for conduits, spillway inlet walls) Weight of saturated Horizontal dry earth- 40 Ib. per cu. ft. inlet walls) Horizontal saturated Weight of water 62.5 Ib. per cu. ft. . Weight of concrete 150 Ib. per cu. ft. _!_/ By equivalent fluid pressure theory Design of all concrete structures was based on concrete of 3,000 pounds per square inch compressive strength at 28 days and a modular ratio of 10. Allowable working stresses in pounds per square inch for all concrete structures except pressure and horseshoe conduits, for which other steel tension and concrete compressive stresses were used under certain loading conditions, are indicated below: fc= 1,350 fs = 20,000, in flexual members v = 90 Allowable steel tension and concrete compressive stresses in pounds per square inch for conduits are as follows: APPENDIX F (Continued) Normal loading f External loads 1,350 Internal load combined with Extraordinary loading (investigated only) Internal load combined with vertical Vertical loads and no lateral 20,000 18,000 - 40h 40,000 21 Pressure conduit only |