A single anchor slab is shown in Figure P14.12. Here, H 5 0.9 m, h 5 0.3 m, g 5 17 kN/m3 , and f9 5 328. Calculate the ultimate holding capacity of the anchor slab if the width B is (a) 0.3 m, (b) 0.6 m, and (c) 5 0.9 m. (Note: center-to-center spacing, S9 5 `.) Use the empirical correlation given in Section 14.16 [Eq. (14.92)].