Question:10 x 12" column C A 10 × 6" risers 60" 9 runs X 12 -108" 4'0 19'0 Figure 18.22 Problem 18.1 18.1 Design a typical flight of the staircase shown in Fig. 18.22, which is a part...
Question
10 x 12" column C A 10 × 6" risers 60" 9 runs X 12 -108" 4'0 19'0 Figure 18.22 Problem 18.1
18.1 Design a typical flight of the staircase shown in Fig. 18.22, which is a part of a multistory building. 20 MPa) and f, 60 ksi The height between the concrete floors is 10ft (3.0m). The stairs are supported at the ends of the landings and carry a live load equal to 120 psf (5.75 kN/m2); f (400 MPa).
10 x 12" column C A 10 × 6" risers 60" 9 runs X 12 -108" 4'0 19'0 Figure 18.22 Problem 18.1 18.1 Design a typical flight of the staircase shown in Fig. 18.22, which is a part...
10 x 12" column C A 10 × 6" risers 60" 9 runs X 12 -108" 4'0 19'0 Figure 18.22 Problem 18.1
10 x 12" column C A 10 × 6" risers 60" 9 runs X 12 -108" 4'0 19'0 Figure 18.22 Problem 18.1 18.1 Design a typical flight of the staircase shown in Fig. 18.22, which is a part...