*****Consider a horizontal uniform load of 30 kN/m (with a direction from left to right) along the entire vertical element instead of the load shown***** Determine the pin reactions at pins A,B and C in the frame shown. Neglect the weights of the members. Please use the method of sections

 

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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 C7 C5 C6 G6 G7 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 C7 C5 C6 G6 G7 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;