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Problem 3 (20 points total; 10 points each par). The following aanucture has A) Write the...
QUESTION 7 22 points (Slope-Deflection) Problem 7. Using Slope-Deflection Method, write all equations using numeric standard...
QUESTION 7 22 points (Slope-Deflection) Problem 7. Using Slope-Deflection Method, write all equations using numeric standard decimal values. for calculations (Not Fractions) when known or able to be calculated necessary to solve for the MOMENTS and SLOPES in each span. The support at "A" SETTLES DOWNWARD 0.2 ft. El is constant Assume support at "A" is foed, support "C" is fixed and "B' is a roller. DO NOT SOLVE for the internal moments (22 points 4 kipit 27 36 Ft...
(Slope-Deflection) Problem 7. Using Slope-Deflection Method, write all equations using numeric standard decimal values for calculations...
(Slope-Deflection) Problem 7. Using Slope-Deflection Method, write all equations using numeric standard decimal values for calculations (Not Fractions), when known or able to be calculated, necessary to solve for the MOMENTS and SLOPES in each span. The support at "A" SETTLES DOWNWARD 0.2 ft. El is constant. Assume support at "A" is fixed, support "C" is fixed and "B" is a roller. DO NOT SOLVE for the internal moments (22 points) 4 lip F B c 27 A 36 ft...
(Slope-Deflection) Problem 7. Using Slope Deflection Method, write all equations using numeric standard decimal values for...
(Slope-Deflection) Problem 7. Using Slope Deflection Method, write all equations using numeric standard decimal values for calculations (Not Fractions), when known or able to be calculated, necessary to solve for the MOMENTS and SLOPES in each span. The support at "A" SETTLES DOWNWARD 0.2 ft. El is constant. Assume support at "A" is foed, support "C" is fixed and "B" is a roller. DO NOT SOLVE for the internal moments (22 point 4 lipit Z 27 361 Part I) Slope-Deflection...
6. (5 points) The rigid har ABC is suspended from three steel wires as shown Cables...
6. (5 points) The rigid har ABC is suspended from three steel wires as shown Cables AB 200 and have a cross sectional area of wood and an elastic modulus of elasticity E GP Draw the free-body-diagram and write the corresponding equations of equilibrium and the compatibility equation necessary if needed to solve this problem. AFTER WRITING THESE EQUATIONS, YOU DO NOT HAVE TO SOLVE FOR THE UNKNOWNS. B RIGID BAR k 0.8 m 0.25 m 0.25 m 80 KN
Directions are attached. . Page 350 o Problem 56 (20 points: 10 points per part) "...
Directions are attached.
. Page 350 o Problem 56 (20 points: 10 points per part) " Include separate sketches for both parts. " Include before and after conditions in each sketch. . Hint: for part (b) use conservation of momentum. Directions Each Problem pertains to a specific section in Chapter 10 (see headings above Problems). o Refer to the specific chapter section for hints and assistance on each problem. For all Problems on Pages 348 thru 351, use the Problem...
Path: Words:0 QUESTION 6 16 points (Virtual Work Indeterminate) Problem 6. Virtual Work Method. Determine the...
Path: Words:0 QUESTION 6 16 points (Virtual Work Indeterminate) Problem 6. Virtual Work Method. Determine the reaction at A. The support at A is a roller and C is fixed. El is constant. (16 points) RA 10 ft 5 ft 4 kip B What is the reaction at A TTT Arial 3 (12pt) T !!! Path:p Words. QUESTION 7 22 points Sav (Slope-Deflection) Problem 7 Using Slope-Deflection Method, write all equations using numeric standard decimal values for calculations (Not Eractions....
The problem: Write a general an M-file to solve a system of linear equations by using...
The problem: Write a general an M-file to solve a system of linear equations by using Cramer's Rule. You should have in the argument (A, b,n), which (A) represents the coefficients, and (b) is a column vector that represents the right hand- side of the equations, and(n) represents the number of equations or the unknowns.
3. A two bar truss structure is shown in Figure 1. The coordinates of Points A, C and B are given...
3. A two bar truss structure is shown in Figure 1. The coordinates of Points A, C and B are given by (0,0), (0, 10") and (10",0), respectively, in which the x-axis is from A to B and the y-axis is from A to C. Points A and C are fixed. The cross-sectional area of all members in inch?. A vertical point load, P, is applied at the tip of the structure, Point B. Based upon either the Principle of...
Problem 4: (a) (5 points) Find the equation for the line that passes through the points...
Problem 4: (a) (5 points) Find the equation for the line that passes through the points (-4,-2) and (8, 1). Write your equation in se form, slope-intercept form, or point- slope form. (Extra Credit: Write the equation for the line in all three forms) (b) (5 points) Graph the line. Problem 5: (10 points) Find the equation for the line passing through the point (3.2) and perpendicular to the line y = ',x + 7. The the line Problem 6:...
please answer both parts! thank you Problem 5 (20 points (10 points each) 82 1,(t) 32...
please answer both parts! thank you
Problem 5 (20 points (10 points each) 82 1,(t) 32 Consider the circuit shown above. The voltage source is given by vs(t) = 100cos (2601) (a) Write the two KVL equations for this circuit, using phasors. (b) Put the equations in the matrix form Ax = b. Determine the matrix A and the vectors x, b.
QUESTION 7 22 points (Slope-Deflection) Problem 7. Using Slope-Deflection Method, write all equations using numeric standard decimal values. for calculations (Not Fractions) when known or able to be calculated necessary to solve for the MOMENTS and SLOPES in each span. The support at "A" SETTLES DOWNWARD 0.2 ft. El is constant Assume support at "A" is foed, support "C" is fixed and "B' is a roller. DO NOT SOLVE for the internal moments (22 points 4 kipit 27 36 Ft...
(Slope-Deflection) Problem 7. Using Slope-Deflection Method, write all equations using numeric standard decimal values for calculations (Not Fractions), when known or able to be calculated, necessary to solve for the MOMENTS and SLOPES in each span. The support at "A" SETTLES DOWNWARD 0.2 ft. El is constant. Assume support at "A" is fixed, support "C" is fixed and "B" is a roller. DO NOT SOLVE for the internal moments (22 points) 4 lip F B c 27 A 36 ft...
(Slope-Deflection) Problem 7. Using Slope Deflection Method, write all equations using numeric standard decimal values for calculations (Not Fractions), when known or able to be calculated, necessary to solve for the MOMENTS and SLOPES in each span. The support at "A" SETTLES DOWNWARD 0.2 ft. El is constant. Assume support at "A" is foed, support "C" is fixed and "B" is a roller. DO NOT SOLVE for the internal moments (22 point 4 lipit Z 27 361 Part I) Slope-Deflection...
6. (5 points) The rigid har ABC is suspended from three steel wires as shown Cables AB 200 and have a cross sectional area of wood and an elastic modulus of elasticity E GP Draw the free-body-diagram and write the corresponding equations of equilibrium and the compatibility equation necessary if needed to solve this problem. AFTER WRITING THESE EQUATIONS, YOU DO NOT HAVE TO SOLVE FOR THE UNKNOWNS. B RIGID BAR k 0.8 m 0.25 m 0.25 m 80 KN
Directions are attached.
. Page 350 o Problem 56 (20 points: 10 points per part) " Include separate sketches for both parts. " Include before and after conditions in each sketch. . Hint: for part (b) use conservation of momentum. Directions Each Problem pertains to a specific section in Chapter 10 (see headings above Problems). o Refer to the specific chapter section for hints and assistance on each problem. For all Problems on Pages 348 thru 351, use the Problem...
Path: Words:0 QUESTION 6 16 points (Virtual Work Indeterminate) Problem 6. Virtual Work Method. Determine the reaction at A. The support at A is a roller and C is fixed. El is constant. (16 points) RA 10 ft 5 ft 4 kip B What is the reaction at A TTT Arial 3 (12pt) T !!! Path:p Words. QUESTION 7 22 points Sav (Slope-Deflection) Problem 7 Using Slope-Deflection Method, write all equations using numeric standard decimal values for calculations (Not Eractions....
The problem: Write a general an M-file to solve a system of linear equations by using Cramer's Rule. You should have in the argument (A, b,n), which (A) represents the coefficients, and (b) is a column vector that represents the right hand- side of the equations, and(n) represents the number of equations or the unknowns.
3. A two bar truss structure is shown in Figure 1. The coordinates of Points A, C and B are given by (0,0), (0, 10") and (10",0), respectively, in which the x-axis is from A to B and the y-axis is from A to C. Points A and C are fixed. The cross-sectional area of all members in inch?. A vertical point load, P, is applied at the tip of the structure, Point B. Based upon either the Principle of...
Problem 4: (a) (5 points) Find the equation for the line that passes through the points (-4,-2) and (8, 1). Write your equation in se form, slope-intercept form, or point- slope form. (Extra Credit: Write the equation for the line in all three forms) (b) (5 points) Graph the line. Problem 5: (10 points) Find the equation for the line passing through the point (3.2) and perpendicular to the line y = ',x + 7. The the line Problem 6:...
please answer both parts! thank you
Problem 5 (20 points (10 points each) 82 1,(t) 32 Consider the circuit shown above. The voltage source is given by vs(t) = 100cos (2601) (a) Write the two KVL equations for this circuit, using phasors. (b) Put the equations in the matrix form Ax = b. Determine the matrix A and the vectors x, b.
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