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Similar to Problem 4.22, except a 10-sec bubble is off three divisions on a 130-m sight.
Problem 4.22:
An observer fails to check the bubble, and it is off two divisions on a 100-m sight. What error results for a 20-sec bubble?
A saturated soil has a unit weight of 120 pcf and a water content of 32.5%. Determine the void ratio and specific gravity of the soil.
A balloon is to be used to carry meteorological instruments to an elevation of 15,000 ft where the air pressure is 8.1 psia. The balloon is to be filled with helium, and the material from which it is to be fabricated weighs 0.01 lbf/ft^2.
A 4-cm- diameter rod of aluminum 7075-T6 is to subjected to an axial tensile force such that the factor of safety based on the yield stress on 1.75. Find the maximum allowable tensile force.
Using the grade stake elevations shown in the chart below, determine the cuts/fills (ft and in.) for stations B, C, and D.
Determine the required mass of block A so that when it is released from rest it moves the 5-kg block B a distance of .75m up along the smooth inclined plane in t=2s. Neglect the mass of the pulleys and cords.
a horizontal curve was designed for a four-lane highway for adequate ssd. lane widths are 12 feet and the
Determine the force members BC, FC, and FE, and state if the members are in tension or compression.
design a concrete (n = 0.013) channel that will convey 50,000 GPM. It is to be a trapezoidal in cross section with a bottom width of 7.5 feet. The side slopes are to be 1.33:1 (H:V) and it is desired to have the depth of flow constant at 2.0 feet.
If the allowable shear stress is 100 MPa, calculate the maximum shear force V that a W460 X 60 structural steel wide flange is capable of resisting. Use the average web shear approach.
Contract loss coefficient = Kc = 0.34 , d1 = 2 in , d2 = in d3 = 1 in , and Rm = 6ft , gauage fluid = 52lbf/ft^3 neglect friction but consider an expansion loss coefficient of k' = o.5
Plot the stress-strain curve and determine the proportional limit, modulus of elasticity (i.e., the slope of the initial part of the stress-strain curve), and yield stress at 0.2% offset. Is the material ductile or brittle
A smooth hump is placed in the bottom of the channel. What would be the depth of flow over a 3 ft high jump. How high can the hump be made without backing flow up What would be the depth of flow over and just upstream of a 6 ft high jump
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