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Problems 18, 19, &20 A 2" by 2” A36 steel rod is loaded axially. B P...
An indeterminate 2" by 2" A36 steel rod is loaded axially at B with 280 kips. A B P=280 kips 30 in. 20 in. Determine the maximum normal stress. Determine the displacement of point B.
Question 2 (10 points) For the rod loaded axially as shown in the Figure, determine the axial displacement of the free end. Let E-30 x 10 psi, A 2 in2, and L-60 in. Use the finite element stiffness method.
Question 2 (10 points) For the rod loaded axially as shown in the Figure, determine the axial displacement of the free end. Let E-30 x 10 psi, A 2 in2, and L-60 in. Use the finite element stiffness method.
Problem 4 Statically Indeterminate Axially Loaded Members (25pts) A tie rod (1) and a pipe strut (2) are used to support a 50 kN load, as shown. The cross-sectional areas are A1 = 650 mm2 for tie rod (1) and A2 = 925 mm2 for pipe strut (2). Both members are made of structural steel that has an elastic modulus E 200 GPa. (a) Determine the normal stresses in tie rod (1) and pipe strut (2)·(b) Determine the elongation or...
The rigid bar ABC is hinged at A and supported by steel rod at B. If P = 5 kips is acting at C, determine the deflection at C. Steel = 4 ft A = 0.50 in E = 29 x 10 psi
Problem #6 (30 points): Two solid cylindrical rods are joined at point B Rod AB is made of steel (E, 30 x 10s psi), with a length of 40 in and a diameter of 2 in. Rod BC is made of alumin loaded with axial forces at two points, as shown below. The total elongation of ABC is limited to 0.05 in, and the normal stresses in AB and BC should not exceed 35 ksi and 10 ksi, respectively. You...
The A992 steel rod is
subjected to the loading shown. If the cross-sectional area of the
rod is 100 mm2. Neglect the size of the couplings at B and C. The
elastic modulus and yield stress of A992 steel is 200 GPa and 345
MPa respectively. Determine the displacement of B and A with
respect to point D. (Preserve 2 significant digits after the
decimal point.)
QUESTION 1 The 1992 steel rod is subjected to the loading shown. If the...
please help me solve part B
it is drawing please be clear
To use a load diagram to determine internal axial forces and to calculate axial deformations. The axially loaded bar with circular cross-section is loaded and supported as shown below. The bar is made of aluminum 2014-T4 and has a modulus of elasticity, E, of 10,600 ksi. The lengths of segments AB, BC, and CD are 2, 1.5, and is 2.5 ft, respectively and the diameters of the segments...
Problem 3 Statically Indeterminate Axially Loaded Members (25pts) The assembly shown consists of rigid bar ABC, two fiber-reinforced plastic (FRP) rods (1) and (3), and FRP post (2). The modulus of elasticity for the FRP is E = 18 GPa. Determine the vertical deflection of joint D relative to its initial position after the 30 kN load is applied. 2.4 m 1.8 m Rigid bar | B |(2) (3) || 3.0 m 3.6 m A = 500 mm? Az= 500...
1- A rigid rod ABC is hinged at A, and supported by a steel wire at B, and a brass wire at C. The rod ABC can rotate around the hinge at A. A force L = 13(k) is applied at the mid point of the part BC of the rigid rod. The temperature of both wires connected at B, and C is reduced by 40 °C. Both wires have a length L = 4 m and a cross-sectional area...
Do not round intermediate calculations. Give your final answer(s) to three significant figures. Rod B D is made of steel (E -29 x 10* psi) and is used to brace the axially compressed member ABC. The maximum force that can be developed in member BD is 0.02P. If the stress must not exceed 18 ksi and the maximum change in length of BD must not exceed 0.001 times the length of AB C, determine the smallest-diameter rod that can be...