*****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

 

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;