... METHODS PRESTRESSED Y BEAMS SY BEAMS SPANS BUCKLING FAILURES TOPPLING HANGING TRANSPORT SENSITIVITY MINOR AXIS CURVATURE REPRESENTATION DEFLECTION BEHAVIOUR PLOTS BENDING SLENDER LENGTH Stability design of long precast concrete beams Proc. Instn Civ. Engrs Structs & Bldgs, 1999, 134...

... columns are based mental investigations carried out in the on equilibrium, compatibility and properties of past. These columns havea length to the constituents at the mid-height critical depth ratio of8.8 to 60,a load eccentricity section'-3 or at various sections along the to depth ratio of 0033 to 1.0...