Question $1$: The Figure below shows a square plate with three sides clamped $($fixed$)$ and one edge free. The ultimate moments of resistance per unit length in the x direction is M for a sagging moment and $\frac{M}{4}$ for a hogging moment, while in the $y$ direction, it is $\frac{M}{2}$ for a sagging moment and $\frac{M}{3}$ for a hogging moment. The slab is loaded by a uniformly distributed load of intensity q$.$ Using equilibrium method, estimate the value of the load parameter q required to cause collapse for the yield line pattern indicated.Use equilibrium method Show all steps