Fundamentals of Indeterminate Structures |
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acting algebraic analysis angle applied arch assumed beam shown BEAMS OF VARYING bers cantilever center of gravity change in length COEFFICIENTS FOR BEAMS column computations concentrated load continuous beam curve Determine the deflection direct stress distance elastic weight analogy end moments equal fixed point flection foot units ft.-kips given loads H₂ indicated inertia influence diagram influence line joint laws of static M/EI diagram M₁ M₂ maximum member BC ment method moduli moment of inertia moments and shears Note points of inflection Portal Frame PROB radians ratio reactions redundant force resulting rotation shear stress shown in Fig simple beam span sq.in static equilibrium statically indeterminate statically indeterminate structures stiffness factors Table tangent tion uniform load unit force unit vertical load V₁ V₂ values variable cross section vertical deflection zero ΕΙ