A reinforced concrete section is shown in figure 2. The beam size is restricted. Design the section for ultimate flexure demand of 2650 inch-kips. Concrete compressive strength, fc′ = 3 ksi and Steel yield strength, fy = 40 ksi. Take effective depth = 15.5″ and use #8 bar for design

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A reinforced concrete section is shown in figure 2. The beam size is restricted. Design the section for ultimate flexure demand of 2650 inch-kips. Concrete compressive strength, fc′ = 3 ksi and Steel yield strength, fy = 40 ksi. Take effective depth = 15.5″ and use #8 bar for design
18"
12"
Figure 2
Transcribed Image Text:18" 12" Figure 2
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