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, w = 15.0kN/m², All columns = 400 x 400 mm. -5.0 m- 5.0 5.0 Frome D 6.0 m

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, w = 15.0kN/m², All columns = 400 x 400 mm. -5.0 m- 5.0 5.0 Frome D 6.0 m

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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