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: a- Longitudinal distribution of...


5000 mm<br>H.W.7: For the transverse exterior frame (Frame D) of the flat plate floor,<br>without edge beams, shown in Figure, and by using the Direct Design<br>Method, find:<br>a- Longitudinal distribution of the total static moment at factored loads.<br>b- Lateral distribution of moment at interior panel (column and middle strip<br>moments at negative and positive moments).<br>Given: Slab thickness = 180 mm, d = 150 mm, wy = 15.0kN/m2, All<br>columns = 400 x 400 mm.<br>5.0 m-<br>5.0<br>5.0<br>Frgme D-<br>-w Oʻ9<br>

Extracted text: 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: a- Longitudinal distribution of the total static moment at factored loads. b- Lateral distribution of moment at interior panel (column and middle strip moments at negative and positive moments). Given: Slab thickness = 180 mm, d = 150 mm, wy = 15.0kN/m2, All columns = 400 x 400 mm. 5.0 m- 5.0 5.0 Frgme D- -w Oʻ9

Jun 11, 2022
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