In graduation thesis the analysis of steel based industrial hall with truss girders is discussed. First section of thesis contains determination of loads and its combinations, design of roof and fasade substructure. Then in second section structural stability of truss portal frame is discussed. In the longitudinal derection the potral frames are stabilized by centric bracing that resists the horizontal forces. In final section of thesis joints between portal frame segments are designed, analysis of foundations and positional plan are presented.
展开▼
