Homework Answers
Add Answer to:
Problem 3 FOR ALL VERSIONS Perform analysis of the frame by Force method. Show the primary...
#10-23 (p.429 show the primary structure and the unknown reaction Show the diagrams of m and M fo...
#10-23 (p.429 show the primary structure and the unknown reaction Show the diagrams of m and M for the primary structure. Compose the equation of Force method. Compute the values of f and Δ, using shortcut formulas rather than integration. Show the final M diagram. Define the reactions at the supports Assume El const. 2k/ft 12 ft Show all work and draw each object. Read Sections 9.4, 9.5 &9.6. Solve the problems: #10-23 (p.423) show the primary structure and the...
hw help Srewuss you For the given frame, choose a primary structure of the Force method....
hw help
Srewuss you For the given frame, choose a primary structure of the Force method. Construct the diagrams of mi, m2, and M. (Don't compute the displacements.) Assume a = 12 ft, b = 8 ft, h - 6 ft, P = 10 k, Q - 7 k, EI - const. 30 pt A
CE 458 Structural Analysis II Assignment 7 Show all work and draw each object. Read Sections...
CE 458 Structural Analysis II Assignment 7 Show all work and draw each object. Read Sections 9.4, 9.5 & 9.6. Solve the problem: Show the primary structure of the Force method and the unknown reactions. Show the diagrams of my, my, and M for the primary structure. Compose the equations of Force method. Compute the values of 11 12/220,0 and I, using the shortcut formulas rather than integration. Solve the system of equations. Construct the final M diagram. Assume EI...
Problem 3 Analyze the frame structure subjected to the following support movements: a beam-end settlement at...
Problem 3 Analyze the frame structure subjected to the following support movements: a beam-end settlement at Node #4; . a column base rotation at (Node #1). All members have a constant bending stiffness El and are considered as axially rigid. a) Determine the degree of kinematic indeterminacy (DKI) and show the independent DOFs. b) Assemble the structure stiffness matrix Kg. c) Assemble the structure fixed-end force vector Po. Then solve for nodal displacement vector Us based on the equations of...
Analyze the nonsway frame by the Slope-Deflection Method. •Evaluate all the reactions •Consider Special-Case Spans and...
Analyze the nonsway frame by the Slope-Deflection Method.
•Evaluate all the reactions
•Consider Special-Case Spans and Statically Determinate (CE 304)
Spans where appropriate
Slope Deflection Method - Frames Problem 1. Given: 8 k 2 k/ft 15 ft E constant Support A is a pin Support C is fixed Support D is a roller 12 ft (A) HAND CALCULATIONS Analyze the nonsway frame by the Slope-Deflection Method. Evaluate all the reactions e Consider Special-Case Spans and Statically Determinate (CE 304) Spans...
For the frame shown below: 1- Calculate the reactions at the supports. 2- Draw the Normal force, the Shear force and the Bending moment diagrams. Indicate all critical values 3- Show the equilibrium a...
For the frame shown below:1- Calculate the reactions at the supports.2- Draw the Normal force, the Shear force and the Bending moment
diagrams. Indicate all critical values3- Show the equilibrium at node B.4- Develop the analytical expression for the normal force, the
shear force and the bending moment diagram for memberBC.The 4 Kips/ft load is applied perpendicular to member
AB.
tatically determinate or indeterminate frame analysis by the stiffness method (45 marks) a) Determine the stiffine...
tatically determinate or indeterminate frame analysis by the stiffness method (45 marks) a) Determine the stiffiness matrix of the frame of problems 16.5 and 16.6 (p. 619). Indicate the degrees-of freedom in all the stiffness matrices. b) D Q4. S (10 marks) etermine all the displacement components at node 2 and all the reactions including the reactions at node 2. Show all calculations. c) (18 marks) of the frame on the compression side showing all the salient values (5 marks)...
Solve All joints and supports using moment distribution method! Problem 2. Solve the moments at all...
Solve All joints and supports using moment distribution
method!
Problem 2. Solve the moments at all joints and supports of the given frame using moment-distribution method. Assume the supports at A, C, and E are pins. El is constant. 12 kN/m 10 KN D 4 m 16 kN/m 15 kN B 3 m 4 m
Please use moment-distribution method Problem 2. Solve the moments at all joints and supports of the...
Please use moment-distribution method
Problem 2. Solve the moments at all joints and supports of the given frame using moment-distribution method. Assume the supports at A, C, and E are pins. El is constant. 12 kN/m 10 KN D 4 m 16 kN/m 15 kN B 3 m 4 m
Problem: for the frame below, assume that E-30,000 ksi for all beams and columns. Also assume tha...
Problem: for the frame below, assume that E-30,000 ksi for all beams and columns. Also assume that beams have the size of W24x84 for the two stories, W21x50 for the third story, and W14x211 for all the columns 15 ft 8 k 30 ft 20 ft+--20 ft--t-30 ft Part a: use the portal method to solve the reaction forces and the moment diagram of the frame. (15%) Part b: the horizontal displacement of points T, O and J; (20%)
Problem:...
#10-23 (p.429 show the primary structure and the unknown reaction Show the diagrams of m and M for the primary structure. Compose the equation of Force method. Compute the values of f and Δ, using shortcut formulas rather than integration. Show the final M diagram. Define the reactions at the supports Assume El const. 2k/ft 12 ft Show all work and draw each object. Read Sections 9.4, 9.5 &9.6. Solve the problems: #10-23 (p.423) show the primary structure and the...
hw help
Srewuss you For the given frame, choose a primary structure of the Force method. Construct the diagrams of mi, m2, and M. (Don't compute the displacements.) Assume a = 12 ft, b = 8 ft, h - 6 ft, P = 10 k, Q - 7 k, EI - const. 30 pt A
CE 458 Structural Analysis II Assignment 7 Show all work and draw each object. Read Sections 9.4, 9.5 & 9.6. Solve the problem: Show the primary structure of the Force method and the unknown reactions. Show the diagrams of my, my, and M for the primary structure. Compose the equations of Force method. Compute the values of 11 12/220,0 and I, using the shortcut formulas rather than integration. Solve the system of equations. Construct the final M diagram. Assume EI...
Problem 3 Analyze the frame structure subjected to the following support movements: a beam-end settlement at Node #4; . a column base rotation at (Node #1). All members have a constant bending stiffness El and are considered as axially rigid. a) Determine the degree of kinematic indeterminacy (DKI) and show the independent DOFs. b) Assemble the structure stiffness matrix Kg. c) Assemble the structure fixed-end force vector Po. Then solve for nodal displacement vector Us based on the equations of...
Analyze the nonsway frame by the Slope-Deflection Method.
•Evaluate all the reactions
•Consider Special-Case Spans and Statically Determinate (CE 304)
Spans where appropriate
Slope Deflection Method - Frames Problem 1. Given: 8 k 2 k/ft 15 ft E constant Support A is a pin Support C is fixed Support D is a roller 12 ft (A) HAND CALCULATIONS Analyze the nonsway frame by the Slope-Deflection Method. Evaluate all the reactions e Consider Special-Case Spans and Statically Determinate (CE 304) Spans...
For the frame shown below:1- Calculate the reactions at the supports.2- Draw the Normal force, the Shear force and the Bending moment
diagrams. Indicate all critical values3- Show the equilibrium at node B.4- Develop the analytical expression for the normal force, the
shear force and the bending moment diagram for memberBC.The 4 Kips/ft load is applied perpendicular to member
AB.
tatically determinate or indeterminate frame analysis by the stiffness method (45 marks) a) Determine the stiffiness matrix of the frame of problems 16.5 and 16.6 (p. 619). Indicate the degrees-of freedom in all the stiffness matrices. b) D Q4. S (10 marks) etermine all the displacement components at node 2 and all the reactions including the reactions at node 2. Show all calculations. c) (18 marks) of the frame on the compression side showing all the salient values (5 marks)...
Solve All joints and supports using moment distribution
method!
Problem 2. Solve the moments at all joints and supports of the given frame using moment-distribution method. Assume the supports at A, C, and E are pins. El is constant. 12 kN/m 10 KN D 4 m 16 kN/m 15 kN B 3 m 4 m
Please use moment-distribution method
Problem 2. Solve the moments at all joints and supports of the given frame using moment-distribution method. Assume the supports at A, C, and E are pins. El is constant. 12 kN/m 10 KN D 4 m 16 kN/m 15 kN B 3 m 4 m
Problem: for the frame below, assume that E-30,000 ksi for all beams and columns. Also assume that beams have the size of W24x84 for the two stories, W21x50 for the third story, and W14x211 for all the columns 15 ft 8 k 30 ft 20 ft+--20 ft--t-30 ft Part a: use the portal method to solve the reaction forces and the moment diagram of the frame. (15%) Part b: the horizontal displacement of points T, O and J; (20%)
Problem:...
Most questions answered within 3 hours.
-
Tucson Machinery, Inc., manufactures numerically controlled
machines, which sell for an average price of $0.5 million...
asked 10 minutes ago -
Review the referenced paper by Melse (2008). Describe the
research question being addressed. Discuss the methods...
asked 15 minutes ago -
Please do all parts. I don't want to hear your as per guidelines
stuff. Do if...
asked 25 minutes ago -
1. Why is Hardy-Weinberg Theorum important? How can we
test whether a population is in H-W...
asked 25 minutes ago -
A sample of 3 is selected from 9 cards. How many permutation is
possible? Show Work.
asked 38 minutes ago -
Identify a commercial data mining software product (e.g., SAS)
and an open-source data mining product (e.g.,...
asked 41 minutes ago -
Following are the capital account balances for the William,
Jennings, and Bryan partnership:
William (40% of...
asked 33 minutes ago -
An investment project provides cash inflows of $770 per year for
11 years.
a. What is...
asked 41 minutes ago -
About the lecture of human resource management, give me the
process and schedule of how the...
asked 39 minutes ago -
A fair D10 die is rolled 100 times. What is the probability of
rolling five 1s,...
asked 52 minutes ago -
Other than hydrogen bonding, what is the major interaction that
causes proteins to fold into compact,...
asked 52 minutes ago -
In an RC circuit, the total resistance is 1 k ohm and the
battery voltage is...
asked 58 minutes ago