Use the direct design method to calculate the moments for the column strip and intermediate strip that extend perpendicular to the outer span edge of the flat plate shown in the figure. Assume the slab is 7.5 in. thick and supports a superimposed dead load of 25 psf and a live load of 50 psf. It has no edge beam. The columns are all 18 inches.
Use the direct design method to calculate the moments for the column strip and intermediate strip that extend perpendicular to the outer span edge of the flat plate shown in the figure. Assume the slab is 7.5 in. thick and supports a superimposed dead load of 25 psf and a live load of 50 psf. It has no edge beam. The columns are all 18 inches.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Use the direct design method to calculate the moments for the column strip and intermediate strip that extend perpendicular to the outer span edge of the flat plate shown in the figure. Assume the slab is 7.5 in. thick and supports a superimposed dead load of 25 psf and a live load of 50 psf. It has no edge beam. The columns are all 18 inches..
Transcribed Image Text:19 it O in.
19 ft 0 in.
Edge 9 in.
20 ft 0 in.
All columns 18 in. by 18 in.
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