Structural Engineering Problems: Dealing with Frames, Wind Bracing, Retaining Walls, Sheet Piling, and Wave Pressure on Breakwaters |
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Contents
Art | 1 |
Problems illustrating structural types | 7 |
Law of the summation of similar partial effects | 13 |
27 other sections not shown
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Structural Engineering Problems: Dealing with Frames, Wind Bracing ... David Albert Molitor No preview available - 1937 |
Common terms and phrases
acting active earth pressure anchor angle angle of friction angle of repose applied arch bottom brace breakwater cantilever columns concrete conventional loading deep water wave deflection deformation diagram displacement dynamometers elasticity equations end moment end spans equal equilibrium polygon evaluated external factor of safety force polygon ft.lbs given gives h₂ height Hence horizontal kips length line of thrust M_M_dx M₁ M² dx Marea maximum method Mohr's work equation Molitor moment of inertia obstructed wave P₂ Parabola passive resistance points of contraflexure principal system Problem reactions redundant conditions resultant rigid frame S₂ shear sheet piling simple beam Soil pressure solid web structures solution sq.ft statically determinate steel supports surface of rupture Table 26A tan² uniform load unit stress V₂ values vertical voussoirs w₁ wall water level wave pressure wind load wind shear wind velocity X₂