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cylinder E weighs 2kN
we want to determine the voltages in the BC and BD cables...
cylinder E weighs 2kN we want to determine the voltages in the BC and BD cables...
cylinder E weighs 2kN
we want to determine the voltages in the BC and BD cables and
the force in the strout AB for equilibrium
Determine and write the equilibrium equations stairs necessary
for this. It does not have to solve for the unknown.
Equilibrium equations must be in their final form. ready to be
resolved
(-3,0.4) m ce (5,0, 5) m B 1,4.3) m E
(-3,0.4) m ce (5,0, 5) m B 1,4.3) m E
Determine the components of reaction at the ball-and-socket joint A and the tension at cables BC...
Determine the components of reaction at the ball-and-socket joint A and the tension at cables BC and BD necessary for equilibrium Show Free body diagrams and all calculations for full credit. 3 m150 N/m 2 m 75 N/m 4 m 400 N
Q.1. A plane truss is loaded and while solving for internal forces in truss members we are able to formulate the ten equations given below: Ax +AD0; Ay +AB074+ BC+H(3/5) BD 0 BC +(3/5) CE-0 CD + (...
Q.1. A plane truss is loaded and while solving for internal forces in truss members we are able to formulate the ten equations given below: Ax +AD0; Ay +AB074+ BC+H(3/5) BD 0 BC +(3/5) CE-0 CD + (4/5) BD -0; Ax, Ay and Ey are support reactions, while the letters BC, CD etc. represent the internal forces in corresponding truss members. Solve for all unknown forces using -AB- (4/5) BD-0 -AD+DE-(3/5) BD-0 Ey + (4/5) CE-0 -24 CD-(4/5) CE -0...
please answer #1 answers are in photo below questions. please solve 1. (20 pts.) The truss structure shown has 3 members: BD, CD and BC. The value of EA (where E-Young's modulus and A-cross...
please answer #1 answers are in photo below questions. please
solve
1. (20 pts.) The truss structure shown has 3 members: BD, CD and BC. The value of EA (where E-Young's modulus and A-cross-sectional area) for each of the members is 200 x 103 [kN]. (1) Determine the support reactions at B andCt (2) Determine the vertical displacement of the joint D, "D, (3) Determine the horizontal displacement of the joint D, uph. 0 30° 10 kN 2.13mm 2. (20...
3- (SKMMIH3/SME2113) from plastic having modulus of elasticity, E-4.0GPa a) Bar ABCD shown in Figure Q3a is made The bar consists of three segments, AB, BC, and CD. Segment AB is hollow and segm...
3- (SKMMIH3/SME2113) from plastic having modulus of elasticity, E-4.0GPa a) Bar ABCD shown in Figure Q3a is made The bar consists of three segments, AB, BC, and CD. Segment AB is hollow and segments BC and CD are solids If the shortening (contraction) of bar ABCD is limited to 4.0 mm, determine the maximum allowable force P to be applied at C. (8 marks) 90 mm ΟΙ 00 mm 1080 min PL 500 mm 250 mm 250 mm Figure Q3a...
The columns of the frame shown are W310x143 with E = 200x106 kPa and I = 3.47x10-4 m4 and the bea...
The columns of the frame shown are W310x143 with E = 200x106
kPa and I = 3.47x10-4 m4 and the beam is W460x82 with E = 200x106
kPa and I = 3.70x10-4 m4. Support D settles 20 mm and rotates
counterclockwise 1 degree.
(a) Write the slope-deflection equations for each segment of
the frame.
(b) Write the necessary equilibrium equations and assemble
them in a matrix form.
(c) Solve for the unknown displacements.
(d) Determine the reactions.
40 kN 60...
Please help! I need help finding and solving equations of equilibrium to find the max tension in ...
please help! I need help finding and solving equations of
equilibrium to find the max tension in the cables and the angle
that results in the maximum tension, I also have pictures below of
the work I have so far all I really need is equations for the 4
cable part and that's it but I put the whole assignment so you
could see thanks!
Tower Support System Challenge Challenge Scenario: Due to weather conditions, a major communication tower n...
cylinder E weighs 2kN
we want to determine the voltages in the BC and BD cables and
the force in the strout AB for equilibrium
Determine and write the equilibrium equations stairs necessary
for this. It does not have to solve for the unknown.
Equilibrium equations must be in their final form. ready to be
resolved
(-3,0.4) m ce (5,0, 5) m B 1,4.3) m E
(-3,0.4) m ce (5,0, 5) m B 1,4.3) m E
Determine the components of reaction at the ball-and-socket joint A and the tension at cables BC and BD necessary for equilibrium Show Free body diagrams and all calculations for full credit. 3 m150 N/m 2 m 75 N/m 4 m 400 N
Q.1. A plane truss is loaded and while solving for internal forces in truss members we are able to formulate the ten equations given below: Ax +AD0; Ay +AB074+ BC+H(3/5) BD 0 BC +(3/5) CE-0 CD + (4/5) BD -0; Ax, Ay and Ey are support reactions, while the letters BC, CD etc. represent the internal forces in corresponding truss members. Solve for all unknown forces using -AB- (4/5) BD-0 -AD+DE-(3/5) BD-0 Ey + (4/5) CE-0 -24 CD-(4/5) CE -0...
please answer #1 answers are in photo below questions. please
solve
1. (20 pts.) The truss structure shown has 3 members: BD, CD and BC. The value of EA (where E-Young's modulus and A-cross-sectional area) for each of the members is 200 x 103 [kN]. (1) Determine the support reactions at B andCt (2) Determine the vertical displacement of the joint D, "D, (3) Determine the horizontal displacement of the joint D, uph. 0 30° 10 kN 2.13mm 2. (20...
3- (SKMMIH3/SME2113) from plastic having modulus of elasticity, E-4.0GPa a) Bar ABCD shown in Figure Q3a is made The bar consists of three segments, AB, BC, and CD. Segment AB is hollow and segments BC and CD are solids If the shortening (contraction) of bar ABCD is limited to 4.0 mm, determine the maximum allowable force P to be applied at C. (8 marks) 90 mm ΟΙ 00 mm 1080 min PL 500 mm 250 mm 250 mm Figure Q3a...
The columns of the frame shown are W310x143 with E = 200x106
kPa and I = 3.47x10-4 m4 and the beam is W460x82 with E = 200x106
kPa and I = 3.70x10-4 m4. Support D settles 20 mm and rotates
counterclockwise 1 degree.
(a) Write the slope-deflection equations for each segment of
the frame.
(b) Write the necessary equilibrium equations and assemble
them in a matrix form.
(c) Solve for the unknown displacements.
(d) Determine the reactions.
40 kN 60...
please help! I need help finding and solving equations of
equilibrium to find the max tension in the cables and the angle
that results in the maximum tension, I also have pictures below of
the work I have so far all I really need is equations for the 4
cable part and that's it but I put the whole assignment so you
could see thanks!
Tower Support System Challenge Challenge Scenario: Due to weather conditions, a major communication tower n...
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