Computers and Technology, 19.10.2021 14:00 alyxxboothe
A 10 ft simply supported beam carries a uniformly distributed design load of 800 lbs/ft (including self-weight of the beam). Determine how many 2x12s Southern Pine Dense No. 2 timber planks would be required to make a built-up section.
Use a cumulative adjustment factor of 1.00 to determine allowable stresses. Comment whether the designed section is efficient or not.
BSCI 3440 Assignment-5 Summary Sheet Question 1 Bending Shear Deflection # # of Timber Planks Final N- Comment whether the designed section is efficient or not.
Answers: 1
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One of your customers wants you to build a personal server that he can use in his home. one of his concerns is making sure he has at least one backup of their data stored on the server in the event that a disk fails. you have decided to back up his data using raid. since this server is for personal use only, the customer wants to keep costs down. therefore, he would like to keep the number of drives to a minimum. which of the following raid systems would best meet the customer's specifications? a. raid 0 b. raid 1 c. raid 5 d. raid 10
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Computers and Technology, 23.06.2019 04:00
Write a method that takes in an array of point2d objects, and then analyzes the dataset to find points that are close together. be sure to review the point2d api. in your method, if the distance between any pair of points is less than 10, display the distance and the (x,y)s of each point. for example, "the distance between (3,5) and (8,9) is 6.40312." the complete api for the point2d adt may be viewed at ~pf/sedgewick-wayne/algs4/documentation/point2d.html (links to an external site.)links to an external site.. try to write your program directly from the api - do not review the adt's source code.
Answers: 1
Computers and Technology, 23.06.2019 09:30
Name the range function that would generate the following list of integers values: 0,1,2,3,4,5.
Answers: 1
A 10 ft simply supported beam carries a uniformly distributed design load of 800 lbs/ft (including s...
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