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To calibrate an EDM instrument, distances AC, AB, and BC along a straight line were observed as 216.622 m, 130.320 m, and 86.281 m, respectively.What is the system measurement constant for this equipment? Compute the length of each segment corrected for the constant.
A wheel rolls to the right with an angular velocity of 2 rad/s while slowing down at a rate of 3 rad/s^2.. knowing the wheel rolls without sliding and ignoring the effect of gravity
A cut for a highway is shown in Figure P16.4. Determine the factor of safety of the slope using an ESA and a TSA. Assume a center of rotation, O, such that the slip surface passes through the toe of the slope.
Find the magnitude and depth of the point of application of the force on the circular gate shown (circular gate at an angle of 60 deg.) if h(distance from top of gate to top of water)=5ft. and D(length of the gate)=4 ft.
determine the force in members GF,FB, and BC of the Fink truss and state if the members are in tension or compression
design a square individual footing to support a 16 inch square reinforced concrete column. service loads include a dead load of 180 kips and a live load of 140 kips. both column and footing have fc=3000psi and fy=60000 psi.
A normally consolidated clay soil in the field has a compression index of .25. The initial void ratio, was .6 with stress 3000 lb/ft^2. a) Find the void ratio if the stress is increased to 4500 lb/ft^2. b) find the primary consolidation settlement if..
A beam must carry a total factored bending moment of 1062kN-m. It has a maximum beam effective depth of 25in. Design the beam in US customary units using f’c=4ksi and fy=413.4MPa. If necessary use d’=2.5in. Assume an exterior exposure according to AC..
A sample with a measured background level (Bi) of 22 mg/l was spiked with the equivalent of 30 mg/l without appreciably changing the sample volume. The result for the spiked sample (Ai) was 49.2 mg/l. Calculate Pi and determine if it falls with th..
The line of sight of a level falls at a rate if 0.122ft/ 100 ft when the level bubble is centered. A backsight of 4.782 is taken on point A, which is at 75 ft from the level. the elevation of a is 425.238 ft.
The beam species is douglas fir-larch a) check for beam shear b) check the beam for deflection, knowing deflection limitation is L/360 (given L =12 ft) Given: L=12 Beam Size 9.50" x 10.50" fv= 1.50V/A Deflection Max = 19PL^3/384*E*I
Use the randn function to create 1000 values in a normal (Gaussian) distribution of numbers with a mean of 70 and a standard deviation of 3.5. Create a histogram of the data set you calculated.
Determine the magnitude of the resultant force and its direction, measured counterclockwise from the positive x axis.
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