If a anti level beam of length l, which bends due to a uniform load of u ib/ft, is also sabjeet to an axial orce p at its free end (see figure 2). the equation of its elastic curve is for this equation, the origin o has been taken at the free end. i is the moment of inertia; bere iontr-0 and at o,- 64 figure 2: diagram or a cantilever beam (a) solve the boundary value problem by any mamerical method for a wooden beam 2in × 4 in x 10f, where e-12 x 10s lb/in2. find y versus 1 when the beam has the 4 in dimension vertical with u-23 b/ft and a tension force o p-300 lb. (b) and also solve for the deflections if the beam is turned so that the 4 in dimeusion is horizontal (c) if the factor of the radius of curvature has been taken into account, equation (5) becommes if the defection of the beam is small, the difference is negligible, but in some cases this is not true. furthermore, if there is considerable bending of the beam, the horizontal distance from the origin to the wall is less than l, the original length of the beam. solve the equation (6) with the same conditions, and determine by how mach the deflections differ from those previoas calculations