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A 50-mm-by-300-mm scaffold timber plank, placed flatwise, must carry a uniformly distributed line load of 1.50 kN/m without exceeding an allowable bending stress of 11.0 MPa and an allowable shear stress of 0.83 MPa.
Calculate the maximum allowable simple span length. Use full nominal dimensions and neglect the weight of the plank.
Determine the number of cycles per minute
If the average crystal size in the fines loop is 200 flm and the slurry has 30 g solid/L, how close to saturation would the solution be after 10 s at 130"F?
A vessel, divided into two parts by a partition, contains 6 mol of N2 gas at 65oC and 30 bar at one side of the partition and 5 mol of Ar at 140oC and 20 bar on the other. If the partition is removed and the gases mix adiabatically and completely, wh..
the current it flowing in a rlc circuit with r11ohm l0.1h c10-2f and the source voltage et 110sin377t becomes steady
How does the final length of the bar compare with its originallength?
Determine the total heat transfer and the total work(kj). and show the T-V diagram.
What should the heat flux be if no part of the wall should exceed 33?C? How much heat will be added to the room if the panel is 7 m in width?
calculate the gibbs free energy change of a rubber band stretched to 5 times its original length with concurrent
steam at 900 degrees f and 1200 psi enters an insulated turbine operating at a steady state through a 4 foot diamter
air is compressed in an isentropic process from an initial pressure and temperature of p1 90 kpa and t1 22 oc to a
Use the results from the previous problem to calculate the local shear on the wall and the total drag for a plate with a length L. How does this approximation compare with the exact result of Blasius?
Determine the width w of the link BC needed so that the structure with load P = 20 kips has a factor of safety equal to 2.5. Link BC is ½ in thick and has a 85 ksi ultimate strength in tension.
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