b) Darcy is given a scale diagram of the completed truss bridge. Each vertical beam in the scale diagram is 3.5 cm long. If each beam was drawn by reducing the dimensions of the first beam in a), what scale was used?
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- Given a partial wood wall stud that is to be covered with marine plywood and lumber to be used for its wall stud is 2” x 2” x 10’ with a total length of 5.50 and a wall thickness of 0.075m. a. How many pieces of 2” x 2” x 10’ lumber is required? (use interior area only) b. If per board foot is ₱40.00, what is the total cost for its construction? c. How many kilograms of 2½” Ro. CWN is needed? d. How many pieces of Marine Plywood is needed?Refer to the beam loaded as shown. What is the value of Ay?Please help and explain it don't just need the anawer
- Here are the following choices for the given problem. 1.) Ax a. 50 kn b. 12 kn c. 65 kn d. 325 kn e. 74 kn 2.) Ay a. 12 kn b. 50 kn c. 325 kn d. 74 kn e. 30 kn 3.) Internal hinge - HB a. 65 kn b. 12 kn c. 50 kn d. 30 kn e. 325 kn 4.) Internal hinge - HE a. 325 kn b. 30 kn c. 12 kn d. 50 kn e. 74 kn 5.) Fy a. 30 kn b. 50 kn c. 74 kn d. 325 kn e. 12 kn 6.) Cy a. 12 kn b. 50 kn c. 74 kn d. 65 kn e. 325 kn 7.) Dy a. 30 kn b. 74 kn c. 50 kn d. 65 kn e. 325 knLoadsDead load for finishes, screed, rendering and services = 1.5 kN/m2Dead load for partition wall= 3 kN/m2Imposed load = 5 kN/m2Pleaseeee. Someone can help me, I'm stock here.
- good stuff you got here, although It is a bit messy. I would appriciate it if you could lable what each each beam belongs to which moment. for example; location a = 63.703 kip*in. Thanks.answer asap divide the figure, know the x and y each shape/ figure. plz illustrate the x and y of each figure thanksIf other factors are equal, which piece of lumber is weaker: one with a slope of grain of 1 in 5 or one with a slope of grain of 1in 6?
- Note: Answer in whole number. Draw and label the FBD properlyHow many trips would one rubber-tired Herrywampus haveto make to backfill a space with a geometrical volume of5,400 cubic yard? The maximum capacity of the machine is30 cubic yard (heaped), or 40 tons. The material is to becompacted with a shrinkage of 25% (relative to bank measure)and has a swell factor of 20% (relative to bank measure).The material weighs 3,000 lb/cu yd (bank). Assumethat the machine carries its maximum load on each trip.Check by both weight and volume limitations.pls help me wiht this one