H.W.2: For the the transverse interior frame (Frame C) of the flat plate floor with edge beams shown in Figure, by using the Direct Design Method, find: 1) Longitudinal distribution of total static moment at factored loads. 2) Lateral distribution of moment at interior panel (column and middle strip moments at negative and positive moments). 3) Lateral distribution of moment at exterior panel (column and middle strip moments at negative and positive moments). Given: Slab thickness = 180 mm, d = 150 mm, w = 16.0kN/m², All edge beams = 250 x 500 mm, All columns = 500 x 500 mm.

H.W.2: For the the transverse interior frame (Frame C) of the flat plate floor with edge beams shown in Figure, by using the Direct Design Method, find: 1) Longitudinal distribution of total static moment at factored loads. 2) Lateral distribution of moment at interior panel (column and middle strip moments at negative and positive moments). 3) Lateral distribution of moment at exterior panel (column and middle strip moments at negative and positive moments). Given: Slab thickness = 180 mm, d = 150 mm, w = 16.0kN/m², All edge beams = 250 x 500 mm, All columns = 500 x 500 mm.

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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