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![a Robot --Now, given, a=50mm G=2,5 MPa b= 400 mm m P = 30 kN hr 300 mm o = P – 30 x 103 N 2.400.300 mm² 1= 00125 N/mm2] C 0.1](http://img.homeworklib.com/questions/ac26d500-1dd2-11eb-bee2-3159ec180002.png?x-oss-process=image/resize,w_560)
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Problem 4 Two blocks of rubber each having a height h=300 mm, width w = 400...
A column with a wide-flange section has a flange width b = 400 mm , height...
A column with a wide-flange section has a flange width
b = 400 mm , height h = 400 mm , web thickness
tw = 13 mm , and flange thickness
tf = 21 mm (Figure 1). Calculate the stresses at
a point 65 mm above the neutral axis if the section supports a
tensile normal force N = 3 kN at the centroid, shear force
V = 7.4 kN , and bending moment M = 4 kN⋅m as
shown...
1.5-7 A hollow, brass circular pipe ABC (oce figure supports a load P, 118 kN acting at the top A...
please help ASAP
1.5-7 A hollow, brass circular pipe ABC (oce figure supports a load P, 118 kN acting at the top A second load P -98 kN is uaiformly distributed around the cap plate at B. The diameters and thicknesses of the upper and lower parts of the pipe are 31 mm ,,-12 mm, dae" 57 mm, and tac· 9 mm, respectively. The modulus of clasticity is 96 GPa. When both loads are fully applied, the wall thickness of...
Problem 5. (20 pts) A vertical propane tank with an outside diameter of D 300 mm...
Problem 5. (20 pts) A vertical propane tank with an outside diameter of D 300 mm and a wall-thickness of t-9 mm is subjected to a horizontal force of P 41 kN. The gage pressure inside the tank is 7 MPa. [D-300 mm, te9 mm, P 41 kN] a) Determine the maximum normal stress at point K b) Determine the shear stress produced by the applied force. c) Determine the maximum shear stress in the 3d stress element.
3. A square rod of 500 mm long with a width of 10 mm is subjected...
3. A square rod of 500 mm long with a width of 10 mm is subjected to a load of 40000 N., The stress-strain behavior is shown in the Figure below. Based on the information, please answer the following questions: (Note: Pa = N/㎡, J = Nm) (a) Compute the applied stress (5 points). 70 Tensile strength 450 MPa (65.000 ps) -60 400 103 ps MPa 40厂 50 300 40 Yield strength30 250 MPa (36.000 ps) 200 100 20 10...
A 3 m rigid bar AB is supported with a vertical translational spring at A and a pin at B The bar is subjected to a linearly varying distributed load with maximum intensity g Calculate the ver...
A 3 m rigid bar AB is supported with a vertical translational spring at A and a pin at B The bar is subjected to a linearly varying distributed load with maximum intensity g Calculate the vertical deformation of the spring if the spring constant is 700 kN/m. (ans: 21.43 mm) 2. A steel cable with a nominal diameter of 25 mm is used in a construction yard to lift a bridge section weighing 38 kN. The cable has an...
please make your answers clear and organized . Problem 8.5-3 A cylindrical pressure vessel having radius...
please make your answers clear and organized .
Problem 8.5-3 A cylindrical pressure vessel having radius r-300 mm and wall thickness t 15 mm is subjected to internal pressure p 2.5 MPa. In addition, a torque T120 kN-m acts at each end of the cylinder (see figure) (a) Determine the maximum tensile stress ?mix and the maximum in-plane shear stress Tmax in the wall of the cylinder torque T? 30 MPa and 76 MPa, respectively, what is the minimum required...
Problem 1 . (30%) The bar in Fig I. has a constant width of 35 mm...
Problem 1 . (30%) The bar in Fig I. has a constant width of 35 mm and a thickness of 10 mm. Determine the average normal stress and average shear stress acting at section b-b in the bar when it is subjected to the loading shown. B 9 kN C 4KN D 12 kN 22 kN 9 kN 4 kN 35 mm Fig. 1
Two concentric springs have a solid length of 50 mm. When they are subjected to an...
Two concentric springs have a solid length of 50 mm. When they are subjected to an axial load of N the maximum deflection is found to be 40 mm The springs are made of the same material and wire diameter for both are same. The maximum issible shear stress is 160 MPa. Determine the load shared by each spring and the wire diameter it the inner spring diameter is 120 mm and the radial arance is 2.5 mm. Rigidity modulus...
scenes M4.3 Load capacity of beam-strut structure The structure supports a distributed load of w. The...
scenes M4.3 Load capacity of beam-strut structure The structure supports a distributed load of w. The limiting stress in rod (1) is 380 MPa, and the limiting stress in each pin is 220 MPa. If the minimum factor of safety for the structure is 1.60, determine the 2 m maximum distributed load magnitude w that may be applied to the structure plus the stresses in the rod and pins at the maximum w. 14-mm-diam. pin Home Chap 1. Stress Chap...
The below wooden double overhanging beam is under a uniformly distributed load W. The wood is...
The below wooden double overhanging beam is under a uniformly distributed load W. The wood is weak along the orientation of the grain (or wood cell fibres) that makes an angle of 30° with the horizontal (see figure). The maximum shear stress on a plane parallel to the grain that the wood can sustain is t,max = 5 MPa, and the maximum normal stress of wood is omax = 25 MPa. The Young modulus of this wood is E=15 GPa....
A column with a wide-flange section has a flange width
b = 400 mm , height h = 400 mm , web thickness
tw = 13 mm , and flange thickness
tf = 21 mm (Figure 1). Calculate the stresses at
a point 65 mm above the neutral axis if the section supports a
tensile normal force N = 3 kN at the centroid, shear force
V = 7.4 kN , and bending moment M = 4 kN⋅m as
shown...
please help ASAP
1.5-7 A hollow, brass circular pipe ABC (oce figure supports a load P, 118 kN acting at the top A second load P -98 kN is uaiformly distributed around the cap plate at B. The diameters and thicknesses of the upper and lower parts of the pipe are 31 mm ,,-12 mm, dae" 57 mm, and tac· 9 mm, respectively. The modulus of clasticity is 96 GPa. When both loads are fully applied, the wall thickness of...
Problem 5. (20 pts) A vertical propane tank with an outside diameter of D 300 mm and a wall-thickness of t-9 mm is subjected to a horizontal force of P 41 kN. The gage pressure inside the tank is 7 MPa. [D-300 mm, te9 mm, P 41 kN] a) Determine the maximum normal stress at point K b) Determine the shear stress produced by the applied force. c) Determine the maximum shear stress in the 3d stress element.
3. A square rod of 500 mm long with a width of 10 mm is subjected to a load of 40000 N., The stress-strain behavior is shown in the Figure below. Based on the information, please answer the following questions: (Note: Pa = N/㎡, J = Nm) (a) Compute the applied stress (5 points). 70 Tensile strength 450 MPa (65.000 ps) -60 400 103 ps MPa 40厂 50 300 40 Yield strength30 250 MPa (36.000 ps) 200 100 20 10...
A 3 m rigid bar AB is supported with a vertical translational spring at A and a pin at B The bar is subjected to a linearly varying distributed load with maximum intensity g Calculate the vertical deformation of the spring if the spring constant is 700 kN/m. (ans: 21.43 mm) 2. A steel cable with a nominal diameter of 25 mm is used in a construction yard to lift a bridge section weighing 38 kN. The cable has an...
please make your answers clear and organized .
Problem 8.5-3 A cylindrical pressure vessel having radius r-300 mm and wall thickness t 15 mm is subjected to internal pressure p 2.5 MPa. In addition, a torque T120 kN-m acts at each end of the cylinder (see figure) (a) Determine the maximum tensile stress ?mix and the maximum in-plane shear stress Tmax in the wall of the cylinder torque T? 30 MPa and 76 MPa, respectively, what is the minimum required...
Problem 1 . (30%) The bar in Fig I. has a constant width of 35 mm and a thickness of 10 mm. Determine the average normal stress and average shear stress acting at section b-b in the bar when it is subjected to the loading shown. B 9 kN C 4KN D 12 kN 22 kN 9 kN 4 kN 35 mm Fig. 1
Two concentric springs have a solid length of 50 mm. When they are subjected to an axial load of N the maximum deflection is found to be 40 mm The springs are made of the same material and wire diameter for both are same. The maximum issible shear stress is 160 MPa. Determine the load shared by each spring and the wire diameter it the inner spring diameter is 120 mm and the radial arance is 2.5 mm. Rigidity modulus...
scenes M4.3 Load capacity of beam-strut structure The structure supports a distributed load of w. The limiting stress in rod (1) is 380 MPa, and the limiting stress in each pin is 220 MPa. If the minimum factor of safety for the structure is 1.60, determine the 2 m maximum distributed load magnitude w that may be applied to the structure plus the stresses in the rod and pins at the maximum w. 14-mm-diam. pin Home Chap 1. Stress Chap...
The below wooden double overhanging beam is under a uniformly distributed load W. The wood is weak along the orientation of the grain (or wood cell fibres) that makes an angle of 30° with the horizontal (see figure). The maximum shear stress on a plane parallel to the grain that the wood can sustain is t,max = 5 MPa, and the maximum normal stress of wood is omax = 25 MPa. The Young modulus of this wood is E=15 GPa....
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