The cross-sectional area of the bar is 5 cm². Use E = 70 GPa for aluminum, and E = 200 GPa for steel. L. Aluminum Steel Aluminum 80 kN 20 kN 30 kN ►70 kN D A B - 3 m – - 4 m - - 5 m–
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- A steel bar has a square cross section of width b = 2.0 in. (sec figure). The bar has pinned supports at the ends and is 3.0 ft long. The axial forces acting at the end of the bar have a resultant P = 20 kips located at distance e = 0,75 in, from the center of the cross section. Also, the modulus of elasticity of the steel is 29,000 ksi. Determine the maximum compressive stress max, in the bar. If the allowable stress in the steel is 18,000 psi, what is the maximum permissible length Lmaxof the bar?Rigid bar ACB is supported by an elastic circular strut DC having an outer diameter of 15 in. and inner diameter of 14.4 in. The strut is made of steel with a modulus elasticity of E = 29,000 ksi. Point load P = 5 kips is applied at B. Calculate the change in length of the circular strut DC. What is the vertical displacement of the rigid bar at point B?A spherical balloon with an outer diameter of 500 mm and thickness 0.3 mm is filled with a gas. Calculate maximum permissible pressure in the balloon if the allowable normal strain at the outer surface of the balloon is O.h Assume E = 4 MPa and v = 0,45.
- A bar ABCD consists of three sections: AB is 25 mm square and 50 mm long, BC is of 20 mm diameter and 40 mm long and CD is of 12 mm diameter and 50 mm long. Determine the stress set up in each section of the bar when it is subjected to an axial tensile load of 20 kN. What will be the total extension of the bar under this load? For the bar material, E = 210 GN/m 2. [32, 63.7, 176.8 MN/m z, 0.062 mm.] can you please answerthis question fully and if you use * can you please tell me what you mea by it?A steel bar 40 mm x 40 mm square cross-section is subjected to an axial compressive load of 200 kN. If the length of the bar is 2 m and E= 200 GPa, the elongation of the bar will be (a) 1.25 mm (b) 2.70 mm (c) 4.05 mm (d) 5.40 mm e) none of these. (A). A bar ABCD consists of three sections: AB is 25 mm square and 50 mm long, BC is of 20 mm diameter and 40 mm long and CD is of 12 mm diameter and 50 mm long. Determine the stress set up in each section of the bar when it is subjected to an axial the bar material, E = 210GN/m?. tensile load of 20 kN. What will be the total extension of the bar under this load? For [32.63.7, 176.8 MN/m2, 0.062mm]
- A steel bar of 40 mm x 40 mm square cross section is subjected to an axial compressive load of 200 kN. If the length of the bar is 2 m and E = 200 GPa, the contraction of the bar will be, (a) 1.25 mm, (b) 2.70 mm (c) 4.05 mm (d) 5 40 mmA steel [E = 25500 ksi] pipe column (1) with a cross-sectional area of A1 = 5.60 in.2 is connected at flange B to an aluminum alloy [E = 17500 ksi] pipe (2) with a cross-sectional area of A2 = 4.40 in.2. The assembly is connected to rigid supports at A and C. For the loading shown, determine the normal force in the steel pipe (1).A copper bar consists from three sections: sections 1 is of 25 mm diameter and 60 mm long, section 2 is of 15 mm diameter and 50 mm long and section 3 is 20 mm square and 40 mm long. The bar is subjected to an axial tensile load which induces a stress of 20 MN/m2 on the smallest cross section. Determine the total Increase in the length of the bar when the load is applied. For copper E=100 GN/m2.
- A wire 20 m long, weighing 0.8 N per m, and having a cross sectional area of 6.2 mm^2, is suspended vertically from its upper end, E = 103 GPa. Calculate the total elongation if a load of 220 N is attached to its lower end. A)9.22mm B)7.39mm C)6.89mm D)8.42mmA steel column is of length 8m and diameter 600 mm with both ends hinged.Determine the crippling load by Euler’s formula. Take 5 E = 2.1x10 N/mm2The circular section steel bar bent in L shape is attached to a fixed wall at end A. A force P is applied to the rod in the vertical direction from the free end C. In what range is the safe diameter value of this ductile rod according to Von-Mises criterion? P=3kN, L1=3m, L2=2m, sak= 400MPa, tak= 200MPa, safety factor : n = 2 p = 3