The unknown load P is acting eccentrically with respect to the horizontal and vertical axes of the I-section shown. Knowing that the horizontal eccentricity is a = 1.25 in. and the vertical eccentricity is 2.5 in. determine the largest value of P that can be applied without exceeding either of the following tensile and compressive allowable stresses: σten = 10 ksi σcomp = 18 ksi

Q: 17 MPa 27 MPa 56 MPa

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Members with compression and bending

Compression members are structural elements that carry compressive axial force. They are the vertical members of a building that support beams and their design, which is governed by buckling and strength. Columns are known as struct or compression members, which are subjected to compressive forces. These members provide stiffness to the building and avoid any imperfection regarding the transfer of axial load. For instance, webs in a truss, braces in a framed structure, tiers, and so on.