Mechanics of Materials
11th Edition
ISBN: 9780137605460
Author: Russell C. Hibbeler
Publisher: Pearson Education (US)
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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
(a) Explain FIVE (5) factors that may influence the optimum column design under an axial compressive load.
(b) A 3.6 m long pin-ended column is formed from an A-36 steel circular hollow section with an outer diameter of 75 mm. Determine the minimum thickness, t (to the nearest integer in mm) of the circular hollow section so that the column can safely support the load of 200 kN without buckling. If the outer diameter of the steel circular hollow section is reduced to 62 mm and the ends are pinned-fixed supported, analyse whether the column with the same applied load and the sectional thickness computed above will cause a buckling failure.
Determine the longest length of a W8 * 31 structural A992 steel section if it is pin supported and is subjected to an axial load of 130 kip. Use the AISC equations.
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- The stress–strain diagram for a material can be approximated by the two line segments shown. If a bar having a diameter of 80 mm and a length of 1.5 m is made from this material, determine the critical load provided the ends are fixed. Assume that the load acts through the axis of the bar. Use Engesser’s equation.arrow_forwardA 5 ft column is made from 2024-T4 Aluminum. Column has a square cross section of 2 in x 2 in. Both ends of the column are pinned. Calculate the critical load (Pcr). Note: I am having trouble understanding what the Module of Elasticity is for 2024-T4 Aluminum.arrow_forwardA solid rod has a diameter of 30 mm and is 600 mm long. It is made of a material that can be modeled by the stress–strain diagram shown in Fig. If it is used as a pin-supported column, determine the critical load.arrow_forward
- The ultimate stress for a hollow steel column which carries an axial load of 1.9MN is 480N/mm if the external diameter of the column is 200mm determine the internal diameter. Take the factor of safety as 4arrow_forwardA column consists of a 2.5 m long hollow tube with an outside diameter equal to 1.5 times that of the inside diameter. The column must carry an axial load of 40 KN without buckling. Use a factor of safety of 5 and calculate the dimensions of the tube if one end is fixed and the other end is free. Use the Euler formula and take ?=200 ???.arrow_forwardThe steel rod in Fig. is to be used to support an axial load of 18 kip. If Est = 29(103 ) ksi and sY = 50 ksi, determine the smallest diameter of the rod as allowed by the AISC specifications. The rod is fixed at both ends.arrow_forward
- Figures 1 and 2 show two columns of round and square shape, respectively. Determine the radius of the round column so that the round and square column have the same cross-sectional area and compute the critical load of each strut. Use E=200 GPaarrow_forwardDetermine if the following column is long or short, and then determine the critical load on a steel column having a rectangular cross-section, 12mm by 18mm and length of 250 mm. it is fixed on both ends and made from a steel that has the following properties: E=209 Gpa and Sy=290 Mpa. What is the Slenderness ratio, The Cc, The long or short column, The critical load.arrow_forwardProblem 2 AW14X30A-36 steel column is pin connected at its ends and has a length of 10ft.Determine the maximum eccentric and load P so the column does not buckle or yield. Comparethis a critical load applied through the centroidarrow_forward
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