Assume a slab thickness of 200mm, for the roof with OWJS on it do not assume any concrete on it. For beams and girders connected to columns assume that the loads are transferred directly to the columns. ***Please use slab thickness given above**

 

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For the structure shown below calculate the factored loads and draw the free body diagram of the following structural elements: 1) Girders G1, G2, G4, G8, G9, and G11; 2) Columns C1, C2, C3 and C6. C1 G3 G1 3 OWSJ @ 1.75m OC C2 G2 C3 5 OWSJ @ 1.5m OC G4 G5 9.0 m - All girders are simply supported by the columns; - Weight of girders = 0.35 kN/m; -Unit weight of concrete = 25 kN/m; - Dead load of Steel decks supported by OWSJ is 1 kPa (including the weight of the OWSJ); - Weight of planks = 0.2 kN/m; - Live load 1.9 kPa; - Governing load combination: 1.25D+1.5L C4 5 C5 G6 G7 C6 C7 G8 Reinforced concrete (RC) slab 13 Planks G9 G10 G11 Reinforced concrete (RC) slab G12 7.2 m C8 G13 C9 G14 C10 G15 1 m 3.5 m 3.5 m 8.2 m C11; For the structure shown below calculate the factored loads and draw the free body diagram of the following structural elements: 1) Girders G1, G2, G4, G8, G9, and G11; 2) Columns C1, C2, C3 and C6. C1 G3 G1 3 OWSJ @ 1.75m OC C2 G2 C3 5 OWSJ @ 1.5m OC G4 G5 9.0 m - All girders are simply supported by the columns; - Weight of girders = 0.35 kN/m; -Unit weight of concrete = 25 kN/m; - Dead load of Steel decks supported by OWSJ is 1 kPa (including the weight of the OWSJ); - Weight of planks = 0.2 kN/m; - Live load 1.9 kPa; - Governing load combination: 1.25D+1.5L C4 5 C5 G6 G7 C6 C7 G8 Reinforced concrete (RC) slab 13 Planks G9 G10 G11 Reinforced concrete (RC) slab G12 7.2 m C8 G13 C9 G14 C10 G15 1 m 3.5 m 3.5 m 8.2 m C11;