In the present0 day, it is observed that there is a growing0 interest0 in space0 frame0 systems. A space frame is a 3D structural system in which well0 organized0 linear0 axial0 elements0 are put together0 for the uniform distribution of forces. This paper presents to understand the performance of cantilever space frame and regular plane frame steel structure. This space frame structure uses a double layer grid element. Thus the entire steel frame structure is designed as a hollow pipe section. The analysis is carried out for static load is done using SAP2000 software. The result were extracted for shear force and bending moment and compared with the cantilever space frame and regular plane frame structure.
Space Frame, Cantilever, Double Layer Grid, Equivalent static method
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