Homework Answers
V76 3k and S be the rectangular region with the orientation shown below. Let +6 (0,0,4)...
V76 3k and S be the rectangular region with the orientation shown below. Let +6 (0,0,4) (2,0,4) (0,2,0) (2, 2,0) Find a normal vector to the plane (in the upward direction). -8j 4k n V 80 Find the area vector. (0, — 8, — 4) | х A (2 5 -(2 5 2 2 Flux = 5 6j and S be a disk of radius 4 on the plane z = 10 - x - y oriented away from the...
15 Section 5, Problem 15 (25 pts.). A member is loaded by forces a, cand d...
15 Section 5, Problem 15 (25 pts.). A member is loaded by forces a, cand d as shown. The member is a hollow member with an outer radius of ro and a wall thickness of t. The member is fixed at ground level where points Fand G occur. Determine: a) the normal and shear stress at point F. b) the normal and shear stress point 02:46:29 Forces: a = 30 (k),c=16 (k), and -17 (K) Dimensions: e = 32 (in.),...
2. Given the shaft specifications and gear diameters, determine largest allowable force P2. gear A diameter-300 mm gear C diamter 400 mm alow60 MPa dshaft44 mm 80 mm 25O mm 250 1. Set P1 1 kN 2....
2. Given the shaft specifications and gear diameters, determine largest allowable force P2. gear A diameter-300 mm gear C diamter 400 mm alow60 MPa dshaft44 mm 80 mm 25O mm 250 1. Set P1 1 kN 2. Find torque between A and C 3. Calculate shear stress 4. Find maximum moment about y-axis (fbd of x-z plane) 5. Find maximum moment about z-axis (fbd of y-z plane) 6. Find resultant moment 7. Calculate normal stress for resultant bending moment 8....
Find the linear approximation to the function | [z, y, z) = ze ºyz + 3x...
Find the linear approximation to the function | [z, y, z) = ze ºyz + 3x at the point (2, 4, z) = (1, -3,0) I (2,4.2) = write the appropriate function of 2.yand :). OS Use this linear approximation to estimate (0.95.3.1,0.05) Number the numerical answer must be precise up to 2001
0 Q c) 28125000 1 Question 4 2 the shown column subjected to the shown forces...
0 Q c) 28125000 1 Question 4 2 the shown column subjected to the shown forces Answer the following questions 100 O F c) 42187500 150 c) 204.44444 F, [kN] F; [kN] [kN] 300 500 400 c) 44.444444 5) moment of inertia about x-axis Ix (mm) a) 83333333 b) 42187500 6) moment of inertia about y-axis ly a) 83333333 b) 28125000 7) Normal stress at point A[Mpa) a) 186.66667 b) 44.4444444 8) Normal stress at point B [Mpa) a) 62...
R5 Overhead conductor Z. 0.005 + j0.01 2 Ω km L 10 km CB7 BUS 4 CB9 R9 63/11 kV 5 MVA Ze 4% Downstre am substation Calc...
R5 Overhead conductor Z. 0.005 + j0.01 2 Ω km L 10 km CB7 BUS 4 CB9 R9 63/11 kV 5 MVA Ze 4% Downstre am substation Calculate potential zones 1-3 using this drawing
R5 Overhead conductor Z. 0.005 + j0.01 2 Ω km L 10 km CB7 BUS 4 CB9 R9 63/11 kV 5 MVA Ze 4% Downstre am substation Calculate potential zones 1-3 using this drawing
Hello! Please help solve the following tasks. A big request to draw a graph accurately and explain the solution. Example...
Hello!
Please help solve the following tasks.
A big request to draw a graph accurately and explain the
solution.
Example and concept (Mohr's cycle):
1. Problem:
2. Problem:
Thank You Very Much!!!
Ex 6-1) Transform into principal stress Transform into max shear stress and associated normal stresses O -2 kgf/mm kgt/mm2 -4 kgf/mm2 O,4 Txy 5 Things to Remember Max normal stress o Min normal stress o2 No shear stress exists with either o1 or o2 (o o2/2 Radius Tmax...
For the Beam shown, find the reactions 1o diagrams indicating all critical values. (1-5 points) 16. plete shear force and bending moment 2 k 2k 2k 3K 3 k lo Lo Lo (o For the Beam shown, find...
For the Beam shown, find the reactions 1o diagrams indicating all critical values. (1-5 points) 16. plete shear force and bending moment 2 k 2k 2k 3K 3 k lo Lo Lo (o
For the Beam shown, find the reactions 1o diagrams indicating all critical values. (1-5 points) 16. plete shear force and bending moment 2 k 2k 2k 3K 3 k lo Lo Lo (o
дw Q-5): Find for the function: w = xey + ye? + ze* With x =...
дw Q-5): Find for the function: w = xey + ye? + ze* With x = t2 + v2 y=t+v z = sint + sin v
A cylindrical rod (L = 0.1) (r=7.5mm) is fixed on a wall. A point c lies...
A cylindrical rod (L = 0.1) (r=7.5mm) is fixed on a
wall. A point c lies on its radius an angle (theta =30 degrees)
from the positive Z axis.
1) Find the state of stress of a cubic element at
location c assuming its in plane stress. Transverse shear for the
circular crossection can be assumed to be tau = 4V/3A where V is
the shear load and A is the area.
2) Assume C is now a small crack...
V76 3k and S be the rectangular region with the orientation shown below. Let +6 (0,0,4) (2,0,4) (0,2,0) (2, 2,0) Find a normal vector to the plane (in the upward direction). -8j 4k n V 80 Find the area vector. (0, — 8, — 4) | х A (2 5 -(2 5 2 2 Flux = 5 6j and S be a disk of radius 4 on the plane z = 10 - x - y oriented away from the...
15 Section 5, Problem 15 (25 pts.). A member is loaded by forces a, cand d as shown. The member is a hollow member with an outer radius of ro and a wall thickness of t. The member is fixed at ground level where points Fand G occur. Determine: a) the normal and shear stress at point F. b) the normal and shear stress point 02:46:29 Forces: a = 30 (k),c=16 (k), and -17 (K) Dimensions: e = 32 (in.),...
2. Given the shaft specifications and gear diameters, determine largest allowable force P2. gear A diameter-300 mm gear C diamter 400 mm alow60 MPa dshaft44 mm 80 mm 25O mm 250 1. Set P1 1 kN 2. Find torque between A and C 3. Calculate shear stress 4. Find maximum moment about y-axis (fbd of x-z plane) 5. Find maximum moment about z-axis (fbd of y-z plane) 6. Find resultant moment 7. Calculate normal stress for resultant bending moment 8....
Find the linear approximation to the function | [z, y, z) = ze ºyz + 3x at the point (2, 4, z) = (1, -3,0) I (2,4.2) = write the appropriate function of 2.yand :). OS Use this linear approximation to estimate (0.95.3.1,0.05) Number the numerical answer must be precise up to 2001
0 Q c) 28125000 1 Question 4 2 the shown column subjected to the shown forces Answer the following questions 100 O F c) 42187500 150 c) 204.44444 F, [kN] F; [kN] [kN] 300 500 400 c) 44.444444 5) moment of inertia about x-axis Ix (mm) a) 83333333 b) 42187500 6) moment of inertia about y-axis ly a) 83333333 b) 28125000 7) Normal stress at point A[Mpa) a) 186.66667 b) 44.4444444 8) Normal stress at point B [Mpa) a) 62...
R5 Overhead conductor Z. 0.005 + j0.01 2 Ω km L 10 km CB7 BUS 4 CB9 R9 63/11 kV 5 MVA Ze 4% Downstre am substation Calculate potential zones 1-3 using this drawing
R5 Overhead conductor Z. 0.005 + j0.01 2 Ω km L 10 km CB7 BUS 4 CB9 R9 63/11 kV 5 MVA Ze 4% Downstre am substation Calculate potential zones 1-3 using this drawing
Hello!
Please help solve the following tasks.
A big request to draw a graph accurately and explain the
solution.
Example and concept (Mohr's cycle):
1. Problem:
2. Problem:
Thank You Very Much!!!
Ex 6-1) Transform into principal stress Transform into max shear stress and associated normal stresses O -2 kgf/mm kgt/mm2 -4 kgf/mm2 O,4 Txy 5 Things to Remember Max normal stress o Min normal stress o2 No shear stress exists with either o1 or o2 (o o2/2 Radius Tmax...
For the Beam shown, find the reactions 1o diagrams indicating all critical values. (1-5 points) 16. plete shear force and bending moment 2 k 2k 2k 3K 3 k lo Lo Lo (o
For the Beam shown, find the reactions 1o diagrams indicating all critical values. (1-5 points) 16. plete shear force and bending moment 2 k 2k 2k 3K 3 k lo Lo Lo (o
дw Q-5): Find for the function: w = xey + ye? + ze* With x = t2 + v2 y=t+v z = sint + sin v
A cylindrical rod (L = 0.1) (r=7.5mm) is fixed on a
wall. A point c lies on its radius an angle (theta =30 degrees)
from the positive Z axis.
1) Find the state of stress of a cubic element at
location c assuming its in plane stress. Transverse shear for the
circular crossection can be assumed to be tau = 4V/3A where V is
the shear load and A is the area.
2) Assume C is now a small crack...
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