For the exterior longitudinal frame (Frame B) of the flat plate 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) -5000 5000 5000 Slab thickness=175 mm, d = 140 mm 9 = 14.0 kN/m² All columns = 600x 400 mm -6400- 6400 6400

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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For the exterior longitudinal frame (Frame B) of the flat plate 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)
5000
5000
5000
Slab thickness=175 mm, d = 140 mm
qu=14.0 kN/m²
All columns = 600x400 mm
6400
-00+9
-00+9
Transcribed Image Text:For the exterior longitudinal frame (Frame B) of the flat plate 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) 5000 5000 5000 Slab thickness=175 mm, d = 140 mm qu=14.0 kN/m² All columns = 600x400 mm 6400 -00+9 -00+9
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