This paper looks into the various design probiems and various precautions to be taken for framed buildings on hill slopes. A one dimensional (1D) simplified method of analysis of framed buildings on hill slopes is presented and the results of natural time periods are compared with those obtained by using three dimensiona1(3 Method of evaluating the displacement and shear forces and its distribution within the interstorey resisting elements and the resisting elements resting omhetbsi opeebu on Indian Standard Code of Practice is worked out for an example.