Abstract Beams would significant networking for carrying Furthermore transferring loads. A watchful approach done its configuration might prompt great serviceability also streamlining of the expense from claiming structure. Prismatic beams are regularly utilized for medium compass Furthermore bowing minutes. Likewise the compass increases, bowing minutes What's more shear powers expands significantly In the core from claiming compass Furthermore In the backs. Hence, prismatic beams might turn into uneconomical over such situations. Moreover, for those expanded profundity there is significant diminishing on headroom. In On such cases non-prismatic beams would a engaging result. In the available study, straight and non-linear examination from claiming strengthened solid structures for parts for changing dormancy need been conveyed crazy to edifices from claiming (G+2), (G+4), (G+6), (G+8) and (G+10) story. Further, two situations need aid considered, person may be uncovered outline (without infill walls) What's more an alternate you quit offering on that one may be outline with infill (considering infill walls). Those edifices would investigate to extreme quake load (seismic zone v of India). Straight dissection about frames need been completed utilizing two techniques seismic coefficient strategy and more reaction range system.