REVIEW DESAIN GEDUNG PELAYANAN TERPADU UNIVERSITAS TRIBHUWANA TUNGGADEWI MALANG DENGAN KONSTRUKSI BAJA

The application of engineering in the field civil is growing rapidly, requiring more productivity, creativity, and innovation from structural engineers, especially engineering. To get optimal cross-sectional dimensions, magnitude forces or loads acting on structure needs to be analyzed for beams columns. Under influence working load, moment bearing capacity will deform evenly throughout elements. In a flexible structure, load each element taken into account deformation. As design review material, Tribhuwana Tunggadewi University Integrated Service Building an integrated service building consisting 5 floors, which its main uses steel construction, conducted, aims determine strength reliability construction. results Review Design Building, University, Malang, are Column(1) using WF profile. 350 . 175 7. 11, safe against moments, shear forces, axial buckling buckling. Column (2) concrete 30 cm x 60 tensile forces. Block (1) WF. .175 beam 200 100 .5.5 .8 , block (3) WF.400.2000.8.13, (4) 250 125 6.9, required height secondary flexural stresses. floor slab 0.75 mm bond with 10 - diameter reinforcement (f) deflections. Connections Type A-325 bolts 19, Supports base plates anchors