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Beams and Frames                                                             69





















            FIGURE 3.6
            Common beam cross-section profiles.






                             Large load capacity in its   Small load capacity in its
                              strong-axis orientation     weak-axis orientation

            FIGURE 3.7
            A beam loaded on its strong and weak axes.


              To keep the deflection within acceptable limits, beams need to have sufficiently large
            bending stiffness to withstand the applied load. It is important that we select beams of
            efficient cross-section shapes and use beams on their strong-axes of bending, especially in
            cases when switching to materials of high elastic modulus is deemed costly or infeasible
            due to other constraints.


            3.3.2  Support Conditions
            There are many different ways of supporting beams. For example, a beam can be fixed
            at both ends, or fixed at one end and pinned at the other end. Generally speaking, beams
            have three types of end support conditions: fixed support, pinned support, and roller sup-
            port. A fixed support is an anchor condition that has zero translation and zero rotation at
            the supported end. A pinned support is a hinge condition that prevents any translation but
            does not prevent rotation about the hinge axis. A roller support allows for both rotation
            and translation along the surface on which the roller moves but prevents any translation
            normal to that surface. Figure 3.8 illustrates various types of beams named based on their
            support conditions. As shown, a simply supported beam is supported by a hinge at one
            end and by a roller at the other end. A cantilever beam is fixed at one end and free at the
            other end. A fixed-pinned beam is fixed at one end and pinned at the other end, while a
            fixed end beam is one that is clamped at both ends.
              In general, support conditions are important considerations in determining the math-
            ematical solution of a physical problem, and inappropriate support is a common cause of
            errors. When we model beams and frames, bear in mind that valid boundary conditions
            need to reflect the underlying physical construction and be sufficient to prevent the struc-
            ture from any rigid-body motion (both translation and rotation).
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