PAYMENT
UNIT – III
BEAM COLUMNS: LATERALLY LOADED STRUTS –
SUBJECTED TO UNIFORMLY DISTRIBUTED
AND CONCENTRATED LOADS – MAXIMUM B.M.
AND STRESS DUE TO TRANSVERSE AND
LATERAL LOADING.DIRECT AND BENDING
STRESSES: STRESSES UNDER THE COMBINED
ACTION OF DIRECT LOADING AND BENDING
MOMENT, CORE OF A SECTION – DETERMINATION
OF STRESSES IN THE CASE OF CHIMNEYS,
RETAINING WALLS AND DAMS – CONDITIONS FOR
STABILITY – STRESSES DUE TO DIRECT LOADING
AND BENDING MOMENT ABOUT BOTH AXIS.