...T J STRATFORD; C J BURGOYNE; H P J TAYLOR; R V SOUTHWELL DESIGN STABILITY LONG PRECAST CONCRETE BEAMS EQUATIONS SIMPLE SIMPLY SUPPORTED TRANSPORTATION LIFTING FLEXIBLE BEARINGS LOADS CRITICAL ESTIMATING IMPERFECTIONS SUPPORTS LEVELNESS STRESS SECOND ORDER EFFECT IMPERFECT...

... Flexible bases ð3Þ and dV2 ¼ N 21 K V2 ð4bÞ 7. When the compatibility condition involves the base level it is necessary to consider the rotation of the walls and the relative base settlement, which are directly proportional to the bending moment and axial force, respectively, at the base of the wall...