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The tube shown in Fig. 6.9 is filled with water. When evaporation hikes plats. the meniscus will rust ham at the larger end. as wee explained to the text. Assuming this meniscus to be fully formed. derive an expression for the contact angle at the other end of the tube in terms of the two radii. r, and r,.
Clearly stating your assumptions, what is the average daily water supply required by the community?
determine the deflection of a simple uniformly loaded beam by the ritz methodusing first one term then two terms adn
If the free surface at a distance from the axis of the vortex, which is sufficient for its effect to be negligible, is 180 mm above datum, what will be the height above datum of a point B on the free surface at a radius of 100 mm
A left-turn movement has a maximum arrival rate of 200 veh/h. The saturation flow of this movement is 1400 veh/h. For this approach, the yellow time is 4 seconds, all red time is 2 seconds and total lost time is 3 seconds.
Assume the settling tank behaves like an ideal sedimentation tank, what percentage of removal should be expected for particles with a settling velocity of 0.002 m/sec
For the following velocity profiles state whether they are steady or unsteady and whether they are 1-D, 2-D or 3-D.
A quality of water within a piston-cylinder assembly executes a Carnot power cycle. During isothermal expansion, the water is heated from saturated liquid at 50 bar until it is a saturated vapor.
Draw the sidewalk/pavers you choose to use & include horizontal alignment, include all features in your site- lamps, trees, cement pads and label stations along the sidewalk. Include legend & north arrow
Find the steel area required for beam which has b = 10 in. and d = 17.5 in. to carry a factored load moment of 1,600 in-kips.
The concrete girder supports the two column loads. If the soil pressure under the girder is assumed to be uniform, determine its intensity w and the placement d of the column at B. Draw the shear and moment diagrams for the girder.
The beam is rigidly attached to a fixed wall at end B. with end D being supported by a rod of length L, Young's modulus E and crosssectional area A. A line load and a couple act on the beam. as shown. Using Castigliano's method. determine the load..
Determine the most economical and safe design- An axial load P is supported by a short W8 X 40 column of a cross-sectional area A = 11.7 in2 (inches squared) and is distributed to a concrete foundation by a square plate as shown
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