use the lasr data

1. Design the rectangular combined footing shown in Figure 1, using the data given in Table 1. The design should include: (a) Dimensioning L' and B. (10%) (6) Determination of effective depth, d using wide beam shear check only. (15%) (e) Finding only the longitudinal top reinforcement area (A.) in mm. (15%) L B Span Figure 1. Rectangular combined foundation, Table 1. Data for combined foundation design Footing Data Student No fy fc 4 DL (MPa) (MPa) (kPa) (kN) Column Data Column 1 Column 2 (kN) xy (cm) DL (KN) (kN) X, Y (cm) Span (m) 201623 20164 2016473 21701213 400 21 120 830 380 35 x 35 990 370 w 5.5 45 x 45 1. Design the rectangular combined footing shown in Figure 1, using the data given in Table 1. The design should include: (a) Dimensioning L' and B. (10%) (6) Determination of effective depth, d using wide beam shear check only. (15%) (e) Finding only the longitudinal top reinforcement area (A.) in mm. (15%) L B Span Figure 1. Rectangular combined foundation, Table 1. Data for combined foundation design Footing Data Student No fy fc 4 DL (MPa) (MPa) (kPa) (kN) Column Data Column 1 Column 2 (kN) xy (cm) DL (KN) (kN) X, Y (cm) Span (m) 201623 20164 2016473 21701213 400 21 120 830 380 35 x 35 990 370 w 5.5 45 x 45