Fundamentals of Statically Indeterminate Structures |
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Contents
CHAPTER PAGE 1 INTRODUCTION | 3 |
ANALYTICAL DETERMINATION OF TRUSS DEFLECTIONS | 11 |
STATICALLY INDETERMINATE TRUSSES | 31 |
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Analyze angle angular displacement assumed axial strain beam of Fig change in length component of reaction compression members conjugate beam constant Construct the influence cross section dead load deformation diagram and compute direction displacement due displacement of point elastic curve elastic energy equal to zero equations Evaluate summations Example factor of safety forces F ft² Hence hinge horizontal component horizontal displacement inertia influence line internal joint k.ft k.ft² k.in kips loads shown M/EI Maxwell's Theorem member AB member BC method moment of inertia Mult neutral point prestress problem radian reaction component real beam reduced structure relative displacement relative rotation resulting segments shear shearing strain shown in Fig statically indeterminate structures stress theorem truss of Fig ultimate strength vertical deflection vertical displacement virtual force virtual unit force W₁ W₂ Williot diagram yield point ΕΙ