Buckling Factor of Safety Using a factor of safety with respect to buckling of 1.75, determine the largest load P the column can support. W12 x 87 A-36 steel 12 A Speed 00:28 / 08:53 info CC Part A In the given problem, if the column is pinned-pinned, what would be the new critical load value? ○ 922 kip ○ 527 kip ○ 475.2 kip ○ 1900.8 kip Submit Request Answer

A cantilever aluminum column has a square tube cross section with an outer dimension of 150 mm. The column has a length L = 4 m and is designed to support an axial load of 45 kN. Find the minimum required thickness of the section if the factor of safety n = 2.5 with respect to buckling. Assume that the modulus of elasticity is 72 GPa and the proportional limit is 480 MPa.

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A long, slender structural aluminum [E = 69 GPa] flanged shape is used as al = 9.2-m-long column. The column is supported in the x direction at base A and pinned at ends A and C against translation in the y and z directions. Lateral support is provided to the column so that deflection in the x-z plane is restrained at mid-height B; however, the column is free to deflect in the x-y plane at B. Assume that b; = 102 mm, d = 122 mm, t; = 8 mm, and tw = 6 mm. Determine the maximum compressive load P the column can support if a factor of safety of 2.9 is required. In your analysis, consider the possibility that buckling could occur about either the strong axis (i.e., the z axis) or the weak axis (i.e., the y axis) of the aluminum column. P bf C L d Lateral B bracing L

Link OB is 20 mm wide and 10 mm thick and is made from low-carbon steel with Sy= 200 MPa. The pin joints are constructed with sufficient size and fit to provide good resistance to out-of-plane bending. Determine the factor of safety for out-of-plane buckling. 800 mm where F=1250 N B 400 mm F The factor of safety for out-of-plane buckling is

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Can someone slove the fx and fy equations in the below questions solution in steps to how we got f1 and f2 values. Thanks.

Select the lightest WT4 shape to be used as a 20 ft long tension member to resist the of dead load, D=40 k, live load, L=60 k, snow load, PS=25 k, and earthquake, E=110 k. The connection is two lines of bolts through the flange with three 3/4-in ∅ bolts in each line spaced at 3 in on center. Use A992 Grade 50 steel. Neglect block shear.

5. This bar is made of AISI 1006 cold-drawn steel (Sy = 280 MPa) and is loaded by the forces F = 0.45 kN, P = 6.0 kN, and T = 30 N-m. Determine the maximum length L of the bar that can be used without exceeding a static factor of safety of 2 for the entire bar (Based on the maximum shear stress theory). You need to find the most critical position. 100 mm 15-mm D.

Select the lightest W shape that will act as a column of 7 m long with both end hinged and support an axial load of12KN with the safety factor of 2.2, assume the proportional limit for steel is 200 Mpa and E=208 Gpa