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In Figure 19.19, slope distance S was observed as 19,875.28 m.The orthometric elevations of points A and B were 657.73 and 1805.54 m, respectively, and the geoidal undulation at both stations was -30.5 m. The instrument and reflector heights were both set at 1.50 m. Calculate geodetic distance A'B'. (Use an average radius for the Earth of 6,371,000 m.)
A tiler is removing broken tiles from the roof of a house, and throws a tile with a velocity of 8 m/s at an angle of 20 degrees above horizontal. At the point of release the tile is 5.2 m above the ground surface.
A 2,400 foot long, 2 foot diameter pipline conveys water from ahilltop reservoir to an industrial site. The pipe is made of ductile iron, has an outside diameter of of 2.25 feet, and has expansion joints.
A man having a weight of 167lbattempts to hold himself using one of the two methods. Determine the total force he must exert on bar AB in each case and the normal reaction he exerts on the platform at C.
If the river depth is larger than the subcritical sequent depth, a submerged hydraulic jump forms. Sometimes, concrete blocks called "baffle blocks" are placed on the stilling basin floor to help the hydraulic jump form within the basin.
Differential leveling between benchmarks A,B,C,D, and A gives elevation differences(m) of -15.632, 32.458, 38.214, and -55.025, and distances(km) of 4,6,5, and 3 respectively.
When standing 10 feet from the base of a building, you measure that the bottom of a large window is at 45 degrees from the horizontal, while the top of the window is at an angle 60 degrees. How tall is the window?
A horizontal circular plate weighing 60-lb is suspended from three wires that are attached to a support at D and form 30 degree angles with the vertical. Determine the tension in each wire.
Two converging tangents have azimuths of 300 deg and 270 deg respectively, while thAt of the common tangent is 320 deg. The distance from the point of intersection of the tangents to the PI of the second curve is 100m while the stationing of the PI o..
Determine D10, D30, and D60Effective grain size c. Cu d. Cz Sieve Number Opening (mm) Mass of soil retained (g) No. 4 4.750 28 No. 10 2.000 42 No. 20 0.850 48 No. 40 0.425 128 No. 60 0.250 221 No. 100 0.150 86 No. 200 0.075 40 Pan 24
Draw the arrangement of atoms in this plane and determine the stacking arrangement normal to this plane in the BCC structure. Is the stacking the same as in the HCP structure?
Three loads are applied to a beam. the beam is supported by a roller at A and by a pin at B. neglecting the weight of the beam, determine the reaction at A and B when P=15kips.
For unidirectional carbon/epoxy tape at a 60% fiber volume fraction, calculate E11 and E22. Given Ef= 211 GPa and Em =10 GPa. Calculate the fiber weight fraction. Given pf=1.95 g/cm3 and pm =1.3 g/cm3.
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