Structural Engineering Problems: Dealing with Frames, Wind Bracing, Retaining Walls, Sheet Piling, and Wave Pressure on Breakwaters |
Contents
Chap 1 Criteria for the Diagnosis of Structural Problems | 1 |
Law of proportionality between cause and effect | 7 |
Maxwells | 17 |
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 column conventional loading deep water wave deflection deformation diagram displacement dynamometers elasticity equations end moment end spans equal equilibrium polygon evaluated external redundant factor of safety force polygon ft.lbs given gives h₂ height Hence horizontal kips length line of thrust M₁ M² dx Madx Marea maximum method Mohr's work equation Molitor moment of inertia obstructed wave P₂ parabola passive resistance points of contraflexure Problem reactions redundant conditions reinforced concrete resultant rigid frame 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 vertical voussoirs w₁ wall water level wave pressure wind load wind shear wind velocity X₂