Information P Flag question A Steel rod of • Length = 16 ft • Diameter =...
1. A steel bar with solid circular cross section has a diameter d= 2.5 in., a length L = 60 in. and a shear modulus of elasticity G = 1 1.5 × 106 psi. The bar is subjected to torque T- 350 lb-ft as shown. (a) Find the angle of twist between the d 2.5 in (b) Find the maximum shear stress in the (c) Find the shear stress ta at a distance (d) Find the shear stress Tcenter at...
Information P Flag question Calculate the total axial deformation in a 40ft, 2.5 inch diameter steel rod hanger that supports a 142 kip load. (Esteel -- 30 x 106 psi) What would the diameter of the rod be after loading given that v = 0.3? Question 19 Not yet answered Points out of 3.00 P Flag question Select one: a. 70.8 k/in? b. 35.4 k/in? O c. 28.93 k/in O d. 38.2 k/in? Question 20 Not yet answered Points out...
The shaft is made of A-36 steel. It has a diameter of 0.9 in. and is supported by bearings at A and D, which allow free rotation. The shear modulus of elasticity for A- 36 steel is 11 × 103 ksi. (Figure 1) Part A Determine the angle of twist of gear C with respect to B Express your answer using three significant figures. rad Figure 1 of 1 Submit < Return to Assignment Provide Feedback B 60lb-ft 2 ft...
The following is the torque versus angle of twist diagram for a 0.75 inch diameter steel bar tested in torsion. The gage length of the bar is 3 inches. The angle of rotation and torque at points Q and P are (0.8 radian, 1500 in-lb) and (11.3 radian, 4000 in-lb) respectively. The power-law curve fitting relation for the data above the yield point is given by T = 329880.21, where T is in in-lb and e is in radian. Torque...
The following is the torque versus angle of twist diagram for a 0.75 inch diameter steel bar tested in torsion. The gage length of the bar is 3 inches. The angle of rotation and torque at points Q and P are (0.8 radian, 1500 in-lb) and (11.3 radian, 4000 in-lb) respectively. The power-law curve fitting relation for the data above the yield point is given by T = 329880.21, where T is in in-lb and g is in radian. Torque...
The following is the torque versus angle of twist diagram for a 0.75 inch diameter steel bar tested in torsion. The gage length of the bar is 3 inches. The angle of rotation and torque at points Q and P are (0.8 radian, 1500 in-lb) and (11.3 radian, 4000 in-lb) respectively. The power-law curve fitting relation for the data above the yield point is given by T = 329880.21, where T is in in-lb and g is in radian. Torque...
Information P Flag question HORIZONTAL SHEAR STRESS Find fy max for the beam shown below. Use actual dimensions shown For the built-up section Ix = 136 in4 W-200 lb ft L-101 6 in 2 in NA 6 in 5 in 2 in Question 12 Points out of 1.00 P Flag question Not yet answered V = Select one: O a. 2000 lbs. O b. 200 lbs. O c. 400 lbs. O d. 1000 lbs. Question 13 Not yet answered Points...
The following is the torque versus angle of twist diagram for a 0.75 inch diameter steel bar tested in torsion. The gage length of the bar is 3 inches. The angle of rotation and torque at points Q and P are (0.8 radian, 1500 in-lb) and (11.3 radian, 4000 in-lb) respectively. The power-law curve fitting relation for the data above the yield point is given by T = 329880.21, where T is in in-lb and g is in radian. Torque...
The following is the torque versus angle of twist diagram for a 0.75 inch diameter steel bar tested in torsion. The gage length of the bar is 3 inches. The angle of rotation and torque at points Q and P are (0.8 radian, 1500 in-lb) and (11.3 radian, 4000 in-lb) respectively. The power-law curve fitting relation for the data above the yield point is given by T = 329880.21, where T is in in-lb and g is in radian. Torque...
a steel cirulas cross- section rod of 1.00 inch diameter with yield strength of sy= 30 kpsi is subjected to torsional load of 500 ft-lb. use a graphed method to determine: a) dose it fail or not? b)plot the load line , and what is either the margin of safety or failare. use conservatine approach. A steel cslar ress-sedian rod of 1.00 e delermine