Question 5 16 pts The steel pipe AB has a 72-mm outer diameter and a 5-mm...
The steel pipe AB has a 106-mm outer diameter and a 6-mm wall thickness. Knowing that arm CD is rigidly attached to the pipe, determine the principal stresses and the maximum shearing stress at point K 53 mm 6 mm 191 mm 9.2 kN 152 mm MPa MPa MPa ? max ?min
Question A-36 steel pipe with an outer diameter of 100 mm and an inner diameter of 80 mm subjected to loadings shown in Figure 1. The pipe is rigidly fixed at B and P = 150 kN. Given the yield stress, Oy=250 MPa and factor of safety, F.S. = 1.5 is used against yielding on this entire pipe. (a) For the stress state at the surface, construct the Mohr circle and determine: (1) the total stresses at surface of the...
Question A-36 steel pipe with an outer diameter of 100 mm and an inner diameter of 80 mm subjected to loadings shown in Figure 1. The pipe is rigidly fixed at B and P - 150 kN. Given the yield stress, Oy -250 MPa and factor of safety, F.S. - 1.5 is used against yielding on this entire pipe. (a) For the stress state at the surface, construct the Mohr circle and determine: (1) the total stresses at surface of...
A pipe with an outside diameter of 150 mm and a wall thickness of 5 mm is subjected to the loadings shown in the figure below. P PO a For this analysis, use the following values: Distances, Loads, and Moments. a = 450 mm Px = 11.5 kN Py = 25.5 kN T = 15 kN-m (a) Calculate the maximum in-plane shear stress Tmax at point Hon the outer surface of the pipe if there is no internal pressure (i.e.,...
A steel pipe of 3.5-in. outer diameter is to be used to transmit a torque of 2950 lb-ft without exceeding an allowable shearing stress of 8 ksi. A series of 3.5-in-outer-diameter pipes is available for use. Knowing that the wall thickness of the available pipes varies from 0.25 in. to 0.50 in. in 0.0625-in. increments, choose the lightest pipe that can be used. 3.5 in. Click to select) (Click to select) Use the pipe with thickness = 0.4375 in. Use...
A pipe with an outside diameter of 175 mm and a wall thickness of 6 mm is subjected to the loadings shown in the figure below. Р. H For this analysis, use the following values: Distances, Loads, and Moments. a = 400 mm Px = 40.5 kN Py = 68.5 kN T = 35 kN-m (a) Calculate the maximum in-plane shear stress Tmax at point Hon the outer surface of the pipe if there is no internal pressure (i.e.,p-OkPa). (Note:...
Problem 2) Combined Loading (30 points) The structure shown has a diameter of 40 mm. The length dimensions are a 500 mm and d -100 mm. Using load magnitudes of P.-3000 N, 1000 N, and B-1500 N, determine the normal and shear-stresses in the structure at point H. (Point H is co-planar with the x-y plane.) The cross-sectional properties are A 1257 mm2 J = 251,327 mm" 1,-1,-125,664 mm4 emax -5333 mm3 Present your answers in the following stress tensor...
The hollow steel construction auger in Figure 4 has an outer diameter d2 = 140 mm and thickness of t = 8 mm. The steel has a shear modulus of elasticity E = 200 GPa and v = 0.3. For an applied torque of 35 kN m, determine the following quantities: a) Shear stress at the mid-center of the thickness t of the shaft. [2] b) Shear stress on the outer surface. [1] c) Shear stress in the inner surface,...
The copper pipe has an outer diameter of 40 mm and an Inner diameter of 31 mm. It is tightly secured to the wall at A and three orques are applied to it as shown in the figure below (Figure 1) Part A Determine the absolute maximum shear stress developed in the pipe.
Combined LoadingThe structure shown has a diameter of 32mm. The length dimensions are a = 120mm and b = 100mm. Using load magnitudes of Px = 2800 N and Pz = 1800 N, determine the normal and shear stresses in the structure at point H. (Point H is co-planar with the x-z plane.) The cross-sectional properties are: A=804 mm2 J=102,944 mm4 ly=Iz=51,472 mm4 Qmax=2731 mm3 Present your answers in the following stress tensor matrix based on the x, y, z coordinate system: