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The maximum allowable value of each of the reactions is 180 N. Neglecting the weight of the beam, determine the range of the distance d for which the beam is safe.
State the basic difference between the general method of slices and the bishop method of slices. b.)State the basic difference between the bishop and fellenius method of slices
Determine axial force and Max bending - Question in structure analysis
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. Liquid viscosity (g/cm s) density (g/cm3)
A single strain gage forming an angle B = 18 degrees with a horizontal plane is used to determine the gage pressure in a cylindrical steel tank. The cylindrical wall of the tank is 6mm thick, has a 600mm inside diameter
A stainless steel pipe (k= 17 W/m?C) is being used to convey heated oil. The inside surface temperature is 130?C. The pipe is 2 cm thick with an inside diameter of 8 cm. The pipe is insulated with 0.04 m thick insulation
determine the angles which these vectors make with the positive x-axis. The base of the robot does not revolve about a vertical axis.
The bar is 1m long and its weight, W, acts at its midpoint. The angle is a=30 degrees, and the the spring constant k= 100N/m. The spring in its current position is 1.52m long, and its unstretched length of 1.25 m occurs when the bar is vertical a=..
Property rights along bodies of water vary from the the thread of the stream to high water marks, and is based upon the navigability of the body of water and state law (true or false)?
What would be the Horizontal and vertical component from this acting force see diagram
Determine the magnitude of the resultant internal shear force acting on the cross section at C. Determine the magnitude of the resultant internal bending moment acting on the cross section at C.
A rectangular culvert 4 feet x 6 feet is running full and discharging 3,500 cfm. There is no friction loss. Find the velocity in fps. The culvert empties into a 10 ft wide culvert and the velocity reduces to 0.6 fps.
How is the structure stabilized against horizontal wind forces?
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