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a. Assemble the transformation matrix for each of the 3 elements. Clearly label all DOFs on the drawing above.
b. Write the local element stiffness matrix for each element Clearly label all DOFs for each matrix.
c. Compute the global element stiffness matrix for each element. Clearly label all DOFs for each matrix.
d. Write the structure global stiffness matrix. Clearly label all DOFs for the structure global stiffness matrix.
e. Write out the specific matrix equation needed to determine joint 1 displacements.
f. Write out the specific matrix equation needed to determine reactions at joints 2, 3, and 4.
g. Write out the specific matrix equation needed to determine the force in the spring.
Plan of the new road and junctions superimposed on the site plan, and detailed drawings of the vertical and horizontal alignments. These should be folded and attached to the end of the report. Explanation of how the values of the geometric design p..
assume a future where security countermeasures against dos attacks are much more widely implemented than at present. in
During a 108 minute long storm, the precipitation rate over a 100 acre area is 1.65 in/hr. The phi index is 0.42 in/hr. The average outflow from the area is 92 cfs during the storm. What is the value of combined detention and interception storages ..
Head loss and sunshine striking a pipeline cause the temperature of the water flowing inside to rise by 2 degrees Celsius between two measuring points. Find the heat gain in J/N and cal/N.
A static thrust stand is to be designed for testing a specific jet engine. Knowing the following conditions for a typical test,
Design a horizontal curve with a 40-degree central angle (delta=40) for a two-lane road with 11-ft lanes. The design speed is 70 mi/h and superelevation is limited to 0.06ft/ft. Give radius, degree of curvature, and length of curve.
A municipal water plant has four filters that are each 20 ft long by 15 ft wide by 5 ft deep. The demand for water requires that they only operate, on average, three filters per day at a loading of 3 gallons per min / ft^2.
a draw the shearing force diagram and the moment diagram of the following problem. the beam is indeterminate. you need
compute the critical buckling load for a 2.5m timber column of full size square section 0.10m x 0.10m. The column has pinned ends(k=1). Assume the modulus of elasticity is 12Gpa and that the Euler formula applies
A small community wishes to construct an activated sludge wastewater treatment plant to treat their wastewater. the wastewater from the community has an average flow rate of 0.0022 m^3/s (190 m^3/day) and an influent substrate concentration of 250 mg..
For the same loan described under Q3, the individual decides that instead of selling the house after the 71stpayment, to keep it and shorten the pay off period by increasing the montly payment by $150 each month.
Compute the following assuming HL93 loading is the live load.Draw loading diagrams so I can see the placement of your loads forALL cases considered.
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