The triangular slab shown below is supported on two fixed edges, and the third edge is free. The slab is reinforced such that the positive and negative nominal moment capacity in any direction is the same. The slab is supporting a brick wall of a weight/length equal to 0.6 k/ft. Use the yield line method to determine the required moment capacity of the slab in any direction. (P.S. Ignore slab's self-weight) Name: ___________________________