UNIT – V
DEFLECTION OF BEAMS : BENDING INTO A CIRCULAR ARC
– SLOPE, DEFLECTION AND
RADIUS OF CURVATURE – DIFFERENTIAL EQUATION FOR
THE ELASTIC LINE OF A BEAM – DOUBLE INTEGRATION
AND MACAULAY’S METHODS – DETERMINATION OF SLOPE
AND
DEFLECTION FOR CANTILEVER AND SIMPLY SUPPORTED
BEAMS SUBJECTED TO POINT
LOADS, U.D.L, UNIFORMLY VARYING LOAD-MOHR’S
THEOREMS – MOMENT AREA METHOD
– APPLICATION TO SIMPLE CASES INCLUDING
OVERHANGING BEAMS.CONJUGATE BEAM METHOD:
INTRODUCTION – CONCEPT OF CONJUGATE BEAM
METHOD. DIFFERENCE BETWEEN A REAL BEAM AND A
CONJUGATE BEAM. DEFLECTIONS OF DETERMINATE
BEAMS WITH CONSTANT AND DIFFERENT MOMENTS OF
INERTIA