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Example 7 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 atexterior support) Flit D = 7.0 kN/m² L = 4.0 kN/m² 3000- 5000 -160 +1000+ 5000 009- 300-1000

Example 7 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 atexterior support) Flit D = 7.0 kN/m² L = 4.0 kN/m² 3000- 5000 -160 +1000+ 5000 009- 300-1000

Principles of Foundation Engineering (MindTap Course List)
Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter6: Vertical Stress Increase In Soil
Section: Chapter Questions
Problem 6.4P: Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine...
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Example 7 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 atexterior support) Flit D = 7.0 kN/m² L = 4.0 kN/m² 3000- 5000 -160 +1000+ 5000 009- 300-1000
Transcribed Image Text:Example 7 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 atexterior support) Flit D = 7.0 kN/m² L = 4.0 kN/m² 3000- 5000 -160 +1000+ 5000 009- 300-1000
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