$2\mathrm{.}6$ Application of Flexibility Method $-$ Frames

Example $2\mathrm{.}3$

Calculate the reaction forces in the frame shown in Figure $2\mathrm{.}19.$ The EI is constant for

all the members of the frame. Note that this example illustrates how to integrate along

the lengths of separate members, each with its own axial system.

Figure $2\mathrm{.}19$ An indeterminate frame