*R17-8. The W200 × 46 wide-flange A992-steel column can be considered pinned at its top and fixed at its base. Also, the column is braced at its mid-height against weak axis buckling. Determine the maximum axial load the column can support without causing it to buckle. 6 m 6 m
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- Determine the maximum eccentric load P the 2014-T6-aluminum-alloy strut can support without causing it either to buckle or yield. The ends of the strut are pin connected.An A992 steel W200 x 46 column of length 9 m is fixed at one end and free at its other end. Determine the allowable axial load the column can support if F.S. = 2 against buckling.The W12 * 50 is made of A992 steel and is used as a column that has a length of 20 ft. If its ends are assumed pin supported, and it is subjected to an axial load of 150 kip, determine the factor of safety with respect to buckling.
- 17-22. The 3-m column has the dimensions shown. Determine the critical load if the bottom is fixed and the top is pinned. Eu = 12GPA, ơy = 35 MPa. 3 mm 100 mm| -IE 50 mmA W14 * 30 structural A-36 steel column is pin connected at its ends and has a length L = 10 ft. Determine the maximum eccentric load P that can be applied so the column does not buckle or yield. Compare this value with anaxial critical load P applied through the centroid of the column.The W 10X30 wide flange A992 steel column can be assumed fixed at both ends. Determine the largest axial force P that can be applied without causing it to buckle.
- The A992 steel column can be considered pinned at its top and bottom and braced against its weak axis at the mid-height. Determine the maximum allowable force P that the column can support without buckling. Apply a F.S. = 2 against buckling. Take A = 7.4(10-3) m2, Ix = 87.3(10-6) m4, and Iy = 18.8(10-6) m4.The truss is made from A992 steel bars, each of which has a circular cross section. If the applied load P = 10 kip, determine the diameter of member AB to the nearest 1/8 in. that will prevent this member from buckling. The members are pin connected at their ends.A W12 * 26 structural A992 steel column is pin connected at its ends and has a length L = 11.5 ft. Determine the maximum eccentric load P that can beapplied so the column does not buckle or yield. Compare this value with an axial critical load P applied through the centroid of the column.
- The W14 * 53 column is ixed at its base and free at its top. Determine the maximum eccentric load P that it can support without causing it to buckle or yield. Est = 29(103) ksi, sY = 50 ksi.The wood column is pinned at its base and top. If L = 5 ft, determine the maximum eccentric load P that can be applied without causing the column to buckle or yield. Ew = 1.8(103) ksi, sY = 8 ksi.Assume that the wood column is pin connected at its base and top. determine the maximum eccentric load P that can be applied without causing the column to buckle or yield. Ew = 1.8(103) ksi, sY = 8 ksi.