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In this book, a theoretical analysis is presented for estimating the 3D large displacement elastic stability behavior including shear deformations of both ordinary and cableframe interactions in their both suspended or stayed cases subjected to proportional increase in static vertical or horizontal concentrated or distributed loads or both. A new Bowing Functions has been established and checked; a new approach has been established and checked regarding the 3D effect (SS effect). A new function called "twisting function" has been derived associated to the 3D effect. A new tangent stiffness matrix in space including shear deformations and 3D effect has been derived. The effect of axial force on bending, shear & torsional stiffness has been included. All other effects of temperature, lack of fit, initial imperfections, support yielding, pre twisting members, pretension in cables & cable sag have been considered. A multipurpose computer program (NASCFI) has been introduced. More than 30 study cases have been examined by (NASCFI) to verify its validity.
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