Extracted text: 6 of 8 H.W.6: For the longitudinal frame of the flat slab floor shown in figure, and by using the Direct Design Method, find: a- Longitudínal distribution of the total static moment at factored loads. b- Lateral distribution of moment at exterior panel (column and middle strip moments at exterior support). Given w = 18.0kN/m², edge beams: 300 x 600 mm. 5000 mm 6000 CL Panel 2000 CLPanel 9400mm -400 5000 mm H.W.7: For the transverse exterior frame (Frame D) of the flat plate floor, without edge beams, shown in Figure, and by using the Direct Design Method, find: 120k
Extracted text: H.W.5: For the transverse frame of the flat slab floor shown in figure, and by using the Direct Design Method, find: a- Longitudinal distribution of the total static moment at factored loads. b- Lateral distribution of moment at exterior panel (column and middle strip moments at exterior support). Given D = 7.0kN/m², L = 4.0kN /m² 5000 5000 300 5 - 160 8 009-