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Old MathJax webview Old MathJax webview **on roll numbers, fc= 3.2 ksi; fy= 60 ksi, LL = 150 psf and FF = 20 psf are,
Old MathJax webview
Old MathJax webview
**on roll numbers, fc= 3.2 ksi; fy= 60 ksi, LL = 150 psf and FF = 20 psf are, f'c= 3.6 ksi; fy= 60 ksi, LL = 180 psf and FF = 20 psf ndd Floor to floor height is 12 ft. Wall thickness is 10 inches. Window opening is 20 %. 1. A plan of a room is shown in Figure 1. The longitudinal and transverse beams are supported on 9 number of columns of 1 ft x 12ft size. a) Design the two spans one-way continuous slab and show steel arrangement in a section. b) Design the two-span interior and exterior longitudinal beam completely for moments and shears and show steel arrangement. 28ft 28ft 10 in wide beam 18" X 18" 8 in wide beams 8 in wide beams 12 ft 12 in wide beam 12 ft TO in wide beam Fig. 1
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