5m 5m 3m B2 B4 B4 B1 3m B1 B3 B 3m B4 Superimposed D.L = 2.0 KPa Live load = 5.0 KPa B4 B1 3m (2) The floor framing plan shown carries superimposed deadload and live load. B1 B3 1. Draw the load diagram of Gridline 1 for dead load. 2. Draw the load diagram of Gridline 1 using load combination μ = 1.2 D.L. + 1.6 L.L. 3m B4 B4 B1 B1 3m B3 B1: 300mm x 600mm B2: 250mm x 600mm B3: 300mm x 500mm B4: 200mm x 400mm Slab Thickness: 150 mm

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Matrix Algebra for Structural analysis

Structural analysis is a process in which the effects of different loads and internal forces, acting on structures and their elements are determined. This method of analysis is effective in detecting the failure loads of the structural elements and the design can be altered before commencing the construction process, which ensures proper strength and safety of the structures.