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1. Select southern pine (S4S) simply supported joists to carry a floor live load of 120 psf and a superimposed dead load of 20 psf. The joist spacing will be 16 in. and the span will be 14 ft
2. A 15-ft-span simply supported hem-fir (S4S) beam supports the contributory load of a width of 10 ft of floor. The live load is 50 psf and the superimposed dead load is 50 psf. Select a beam with a depth of not more than 18 in.
A pressure gauge reads in Tuscaloosa alababama 16 psi. Can this pressure be a vacuumed pressure? Why or why not? If you think it can convert it to absolute pressure. If you think it cant assume that it is a gauge pressure and convert to absolute pres..
Carbon dioxide at 20 °C and a pressure of 550 kPa (abs) flows in a pipe at a rate of 0.04 N/s. Determine the maximum diameter allowed if the flow is to be turbulent.
germanium forms a substitutional solid solution with silicon. compute the weight percent of germanium that must be
Two reservoirs, which differ in surface elevation by 40 m, are connected by a new commercial steel pipe of diameter 8 cm. If the desired flow rate is 200 N/s of water at 20°C, what is the proper length of the pipe?
decay of radioactive materials can be modeled by the equation aa0ekt where a is the amount at time t a0 is the amount
Please use the radiation fundamental and sun’s size to recalculate the sun radiation power and mass loss rate. Please also estimate the radiation reaching the earth!
Air flows through a rectangular galvanized iron duct of size 0.30 m by 0.15 m at a rate of 0.068 m3 /s. Determine the head loss in 12 m of this duct.
two moles of nitrogen are initially at 10 bar and 600 k state 1 in a horizontal pistoncylinder device. they are
How many degrees of freedom does the planar Joint shown have - Determine the number of links, the number of joints and the degree of freedom, m of the planar mechanism shown below.
Determine the y-coordinate of the centroid of the volume obtained by revolving the shaded area about the x-axis through 180°.
The stresses at a point in plane stress on a sheet metal roof were found to be sigma_xx = 10 ksi (C), sigma_yy = 20 ksi (C) and Tau_xy = 30 ksi using matrix methods a) determine the normal and shear stresses on a plane passing through the point that ..
in the absence of compressed liquid property tables it is common to approximate properties by using the saturated
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