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Srewuss you For the given frame, choose a primary structure of the Force method....
#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...
Problem 3 FOR ALL VERSIONS Perform analysis of the frame by Force method. Show the primary...
Problem 3 FOR ALL VERSIONS Perform analysis of the frame by Force method. Show the primary structure and all calculations. Construct the final moment diagram. Assume El = const. 00
Provide: a) moment diagram for the primary structure for the applied loads b) moment diagrams for...
Provide:
a) moment diagram for the primary structure for the applied
loads
b) moment diagrams for the primary structure for each
virtual load used to find flexibility coefficients
c) a table indicating the segments you would use and the limits
of each (you do not need to write M and m equations)
d) setup equations to solve for displacements and flexibility
coefficients (you do not need to find them though)
e) compatibility equations used to solve for the reactions. In...
25 pts. aj For the statically indeterminate truss, choose a primary structure of the Force Method...
25 pts. aj For the statically indeterminate truss, choose a primary structure of the Force Method and show the removed redundants (b) If the bar DJ is removed, which of the bar forces listed in the table will change? Mark the right answers. Bar The force will change The force will stay the same DE
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...
I just need help with part 2. Use the graphical method to construct the shear-force and...
I just need help with part 2.
Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=4.0 ft, b=9.0 ft, c=5.0 ft, d=4.0 ft, w = 8 kips/ft and P = 75 kips. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise. W A B с D E b d For this loading, calculate the reaction forces Ay...
The single-story unbraced frame shown below is subjected to dead load, roof live load, and wind load Figure 1 shows the...
The single-story unbraced frame shown below is subjected to dead load, roof live load, and wind load Figure 1 shows the results of a first-order analysis relative to the columns of the frame. The axial load and end moment (also equal to the maximum moment in the column) are given separately for the different load cases (i.e., dead load, roof live load, and lateral wind load). All vertical loads are symmetrically placed and contribute only to the Mnt moments (i.e.,...
HW help please with explanations Which project will you choose? Use the information to answer the...
HW help please with explanations
Which project will you choose? Use the information to answer the following questions. A company is analyzing two mutually exclusive projects, S and L, whose cash flows are shown below: Year o Year 1 Year 2 Year 3 Year 4 Cashflow for S -100 40 50 30 30 Cashflow for L -100 10 10 50 90 Assume the company can get an unlimited amount of capital at that cost. WACC NPV (S) NPV (L) 5%...
there is four questions i would like help on. thank you! Homework: Chapter 1 HW Score:...
there is four questions i would like help on. thank you!
Homework: Chapter 1 HW Score: 0 of 1 pt 3 of 13 (2 complete) E1-20 (book/static) Compute the missing amount in the accounting equation for each entity from the financial Information presented: Assets Liabilities 36,000 $ $ Hair Styles Style Cuts Your Basket Equity 36,000 48,000 90,000 101,000 68,000 Enter any number in the edit fields and then click Check Answer All parts showing Clear All P Pearson 4...
6:47 1 4 Search <Back Hw#3-2019.doc 15- 10. A horizontal curve is designed for a two-lane...
6:47 1 4 Search <Back Hw#3-2019.doc 15- 10. A horizontal curve is designed for a two-lane road in mountainous terrain. The following data are known. Intersection angle: 40 degrees Tangent length: 436.76 feet Station of Pl: 2700+10.65 fs- 0.12 e- 0.08 Determine the following. (a) Design speed (b) Station of the PC (c) Station of the PT (d) Deflection angle and chord length to the first even 100 ft station. 15-11. A proposed highway has two tangents of bearings N...
#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...
Problem 3 FOR ALL VERSIONS Perform analysis of the frame by Force method. Show the primary structure and all calculations. Construct the final moment diagram. Assume El = const. 00
Provide:
a) moment diagram for the primary structure for the applied
loads
b) moment diagrams for the primary structure for each
virtual load used to find flexibility coefficients
c) a table indicating the segments you would use and the limits
of each (you do not need to write M and m equations)
d) setup equations to solve for displacements and flexibility
coefficients (you do not need to find them though)
e) compatibility equations used to solve for the reactions. In...
25 pts. aj For the statically indeterminate truss, choose a primary structure of the Force Method and show the removed redundants (b) If the bar DJ is removed, which of the bar forces listed in the table will change? Mark the right answers. Bar The force will change The force will stay the same DE
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...
I just need help with part 2.
Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=4.0 ft, b=9.0 ft, c=5.0 ft, d=4.0 ft, w = 8 kips/ft and P = 75 kips. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise. W A B с D E b d For this loading, calculate the reaction forces Ay...
The single-story unbraced frame shown below is subjected to dead load, roof live load, and wind load Figure 1 shows the results of a first-order analysis relative to the columns of the frame. The axial load and end moment (also equal to the maximum moment in the column) are given separately for the different load cases (i.e., dead load, roof live load, and lateral wind load). All vertical loads are symmetrically placed and contribute only to the Mnt moments (i.e.,...
HW help please with explanations
Which project will you choose? Use the information to answer the following questions. A company is analyzing two mutually exclusive projects, S and L, whose cash flows are shown below: Year o Year 1 Year 2 Year 3 Year 4 Cashflow for S -100 40 50 30 30 Cashflow for L -100 10 10 50 90 Assume the company can get an unlimited amount of capital at that cost. WACC NPV (S) NPV (L) 5%...
there is four questions i would like help on. thank you!
Homework: Chapter 1 HW Score: 0 of 1 pt 3 of 13 (2 complete) E1-20 (book/static) Compute the missing amount in the accounting equation for each entity from the financial Information presented: Assets Liabilities 36,000 $ $ Hair Styles Style Cuts Your Basket Equity 36,000 48,000 90,000 101,000 68,000 Enter any number in the edit fields and then click Check Answer All parts showing Clear All P Pearson 4...
6:47 1 4 Search <Back Hw#3-2019.doc 15- 10. A horizontal curve is designed for a two-lane road in mountainous terrain. The following data are known. Intersection angle: 40 degrees Tangent length: 436.76 feet Station of Pl: 2700+10.65 fs- 0.12 e- 0.08 Determine the following. (a) Design speed (b) Station of the PC (c) Station of the PT (d) Deflection angle and chord length to the first even 100 ft station. 15-11. A proposed highway has two tangents of bearings N...
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