“…In the first part of the study, spans of the frames (for both CSB and PEB) were varied from 30 m to 35 m, 40 m, 45 m and 50 m and the effect of this variation is monitored in terms of weight, deflection and sideway of the frames and later on these values were also compared with the allowable values of MBMA 2006. In the next part, the bay spacing of the frames varied from 4 m to 5,6,7,8,9, and 10 m, respectively. In the third and fourth part, the seismic forces and wind forces were gradually varied.…”