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Determine the equivalent state of stress on an element at the point which represents
(a) the principal stresses and
(b) the maximum in-plane shear stress and the associated average normal stress. Also, for each case, determine the corresponding orientation of the element with respect to the element shown and sketch the results on the element.
A beam is simply supported at the ends and is continuous over two spans. The left-hand span is 16 ft and the right-hand span is 20 ft. The beam supports a uniform load of 900 plf, which includes its own weight,
A 1-kg block of dry ice(solid CO2) becomes a gas at room temperature. calculate the volume of gas produced at 25 degrees celsius and 975 kPa.
Discuss the following examples: a) Car overheating b) Personal budget deficit c) Shower too hot or too cold In all the cases discuss first the normal condition and after that the problem condition.
A 3-mi section of a two-lane, two-way highway located in a mountainous terrain is to be designed to carry a peak hour volume of 750 vehicles. Using the operational level of analysis
Explain the process for establishing a centerline for a roadway for an existing road. Include a description of the types of property markers used as well as any problems a surveyor may encounter in this process
Sometimes the side of concrete bridges is observed to turn black in colour.
A stack gas at 1.1 atmospheric pressure has a mixture below. what will be the change in partial pressure of carbon dioxide if the gas temperature is lowered from 2000 degrees K to 1000 degrees K
A loose uniform sand with rounded grains has effective grain size of 0.05 cm. What will be the Coefficient of permeablity of sand
Each rod has a diameter of 20 mm. Assume that a = 2.8 m, b = 1.6 m, and c = 0.5 m. If the normal stress in any rod may not exceed 155 MPa, determine the maximum load P that may be applied at A.
1-what criteria should zachary use evaluate the project ?2-what assumptions should he make?3-what additional data and
Using a design speed of 50 mi/h, determine the stations and elevations of PVCs, PVIs, and PVTs of the two vertical curves required to connect the highway segments, as well as the length of the constant grade section (connecting grade is to be as s..
Use the strain-transformation equations to determine the equivalent in-plane strains on an element oriented at an angle of θ = 45° clockwise from the original position. Sketch the deformed element within the x - y plane due to these strains.
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