Theoretical analysis of the beam with fixed joint ends as the simply supported beam;

It is a general measurement to use the"typical equation"for either the force or the translocation when counting the statically indeterminable construction internal force in abutment remove,thus it makes the counting more common and regular.

This paper introduce the design of the project and mainly explain the dynamical characteristic of the structure and the capability of the long overhanging steel column and show the design of the slip support node.

This paper develops a calculation formula of the mininum section height ofunmoved hinged seating from the main beam of taken-column-away frameby analyzing the load condition of reinforced concrete main and secondarybeams of taken -column-away frame roof and considering the plasticily ofstructure materials,which can be used as a reference for design.