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What are the potential benefits to the client and the project team of engaging the design leader on a lump-sum fee basis? Should the design leader be responsible for the errors, omissions and ambiguities in the design documentation that commonly give rise to variations?
A course has true azimuth of 157 degrees 15 minutes and a length of 325 feet. What is the departure of the course
Draw Mohr's circles of total and effective stresses and determine the magnitude of the principal effective stresses and direction of the major principal effective stresses.
Neglecting the effect of altitude of local gravitional acceleration, determine the vertical distance climbed. Assume an average air density of 1.18 kg/m^3.
A collar of weight m slideswithout friction on a horizontal rod between springs A and B. Thecollar is pushed to the left, compressing spring A 0.1 m. k of A is1.6 kN/m and k of B is 2.8 kN/m.
somewhere in the alps a mountain lake discharges into a 8-m wide stream withnbspboulders across the bottom and gravel
Solve the following initial value problem over the interval from t=0 to 2 where y(0)=1 a. Euler method with step h=0.5 b. Midpoint method with h= 0.5
the j-shaped member shown in the figure is supported by a cable de and a single journal bearing with a square shaft at
an unconfined compression test was conducted on a cylindrical clay specimen with the following properties: Peak load at failure = 4.5lb, diameter of sample = 1.2 in.
Compute and compare the hydraulic conductivity (m/s) of a formation with respect to the three liquids below. The formation has a permeability k = 0.1 darcy and g = 9.8 m/s2.
calculate and plot the mass flow rate through the nozzle, the exit velocity, the exit Mach number, and the exit pressure-stagnation pressure ratio versus the back pressure-stagnation pressure ratio for a back pressure range of 0.9 ≥ Pb ≥ 0.1 MPa.
A ferric chloride dosage of 40 mg/l and an equivalent dosage of lime are used to coagulate a water.
All the members of the symmetrical rigid frame shown in Figure S11.2 are of uniform section. Determine the value of W at which elastic instability of the frame occurs in its own plane.
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