Explain Mohr’s circle method to find normal and tangential stress on an oblique plane
In: Civil Engineering
In: Civil Engineering
In: Civil Engineering
You have been asked by a colleague what the latest innovations in construction material are. Prepare a response on what you consider to be the most innovative materials currently being used or considered for use in the construction industry.
In: Civil Engineering
a) What type of environmental evaluation must be performed by the Municipality according to this case?
b) What type of proposed professionals that will be part of the consultancy group performing the EIA?
c) List three environmental effects of this activity.
d) Mention three mitigation measures you will propose as part of your Environmental Management Plan (EMP) to mitigate the impacts identified.
In: Civil Engineering
In: Civil Engineering
In: Civil Engineering
- Calculate the atomic packing factor for Face Centered cubic and Body Centered Cubic crystal structures
In: Civil Engineering
How has sustainable construction materials changed the construction industry?
In: Civil Engineering
1) Design forms for 13’-8” high wall to be concreted at the rate of 5 ft per hour, internally vibrated. Assume the mix is made with Type I cement, with no pozzolans or admixtures, and that the temperature of concrete at placing is 75°F. The unit weight of concrete is 150 pcf with a slump of 3.75 inches. The forms will be used only once, so short-term loading stresses will apply. Use form grade plywood sheathing 7/8 in. thick in 5×10-ft sheets, and 5,250-lb coil ties are on hand. Framing lumber of No. 2 Douglas Fir-Larch is to be purchased as required.
Design for SHEATHING and STUD SIZE.
In: Civil Engineering
Should I use the maximum value for the bending moment in the negative area for compression stress and maximum bending moment in the positive are for tension stress?
In: Civil Engineering
Do a quick calculation of the thermal conductance (U value) across a cavity wall consisting of:
1. Outer skin 110mm brickwork (South facing, exposed aspect)
2. 30mm cavity
3. Inner skin of 10mm plasterboard
(Hint: R value and U-values are required)
In: Civil Engineering
Between 4:00PM and 6:00PM the vehicles arrive to the entrance ramp of a regional toll road at a constant rate of 1740 vehicles per hour. The toll plaza at the entrance ramp has five toll booths, which combined can process up to 34 vehicles per minute. At 4:30PM one of the toll booths is disabled due to electronics malfunction, which reduces the vehicle processing capacity of the toll plaza to 27 vehicles per minute. At 5:00 PM the toll booth is repaired and the toll plaza capacity is restored back to 34 vehicles per minute. Assuming that the vehicle arrivals and departures at the toll plaza have uniform deterministic distributions, determine the total duration of the queue that had formed due to the toll booth closure, in minutes.
In: Civil Engineering
In: Civil Engineering
In: Civil Engineering