A reinforced concrete (RC) slab with length L and width W and thickness t is supported by some simply supported RC beams placed at Im centre-to-centre distance, with the outermost RC beam's centreline...

A reinforced concrete (RC) slab with length L and width W and thickness t is supported by some simply supported RC beams placed at Im centre-to-centre distance, with the outermost RC beam's centreline placed 500mm away from the slab edge. The RC beams are with depth T and width T, and the top flange and bottom flange thicknesses are both equal to 0.2T. These RC beams are simply supported on two 3-pin frames, and the RC slabs and beams are placed adjacent to other slabs and beams of identical arrangement, making each 3-pin frame supporting two sets of identical slab-and-beam system. The 3-pin frames are with the height H and the width W. They are pinned at both fixed support, and at the middle of its top member. The 3-pin frame is subjected to a uniform wind load from the left side in the section view, with magnitude of K kN/m. Assumptions 1. RC density is assumed to be 25 kN/mº; 2. No gap is assumed between slab units; 3. L is considered as the length supported despite some distance is shown from beam ends to supports; 4. Thickness and self-weight of 3-pin frame shall be neglected; 5. No wind is assumed to blow on the beam and slab, only blowing on the side of 3-pin frame; 6. All support conditions for members are assumed to be 2-D in its respective longitudinal directions. Sketch a plot to illustrate the loading on each RC beam; 2. Plot the shear force diagram and bending moment diagram for the RC beam. 3. Sketch a plot to illustrate the loading on each 3-pin frame. 4. Plot the axial force diagram, shear force diagram and bending moment diagram for the 3-pin frame. R.C. Top Slab Simply Supported R.C. Beam placed at 1m clef HRC. Top Stab 3-pin Frame 3-pin Frame Simply Supported R.C. Beam ISOMETRIC VIEW SIDE VIEW R.C. Top Stab Simply Supported R.C. Beam at 1m coconut all shown) 500mm away from edge 3.pin Frame PLAN VIEW SECTION VIEW Height: 7m Length: 19m. Width: 3m Thickness too mm Depth T: 650 mm Magnitude K: 23kN/m