1. Refer to the floor framing shown in plan view. Determine the tributary area/ width and loadings, as well as the maximum moment and shear for beams and girder or maximum axial loadings for columns. C- Column B – Beam G- Girder Dead Load = 4 kPa Live Load = 1.9 kPa Find the following: Load effects Маx Structural Trib. Area/ width (m2) Max Shear Max Axial (KN) Factored Dead Moment Members Live Load loads load kN Load (KN – m) C-1 C-2 В-1 G-1 G-2 G-3

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