PLEASE ANSWER ONLY NUMBERS 7 and 8! Thank you :) Problem: Two ACME-threaded power screws are to be used to raise a platf

Business, Finance, Economics, Accounting, Operations Management, Computer Science, Electrical Engineering, Mechanical Engineering, Civil Engineering, Chemical Engineering, Algebra, Precalculus, Statistics and Probabilty, Advanced Math, Physics, Chemistry, Biology, Nursing, Psychology, Certifications, Tests, Prep, and more.
Post Reply
answerhappygod
Site Admin
Posts: 899604
Joined: Mon Aug 02, 2021 8:13 am

PLEASE ANSWER ONLY NUMBERS 7 and 8! Thank you :) Problem: Two ACME-threaded power screws are to be used to raise a platf

Post by answerhappygod »

PLEASE ANSWER ONLY NUMBERS 7 and 8! Thank you :)
Problem: Two ACME-threaded power screws are to be used to raise
a platform as shown below. The total weight of the platform is =
50,000 lbs. divided equally between the 2 screws. Coefficient of
friction f = 0.15 for screw contact with the
yoke/nut.
Please Answer Only Numbers 7 And 8 Thank You Problem Two Acme Threaded Power Screws Are To Be Used To Raise A Platf 1
Please Answer Only Numbers 7 And 8 Thank You Problem Two Acme Threaded Power Screws Are To Be Used To Raise A Platf 1 (65.8 KiB) Viewed 28 times
Yoke/Nut 2 each power screws with ACME threads Preferred ACME Screw Thread Sizes 314 TABLE 17-1 Preſered Acme screw threads Nominal Threacs Pitch. Minisuun Min mom Tensile major poria p-lin ninar pich Stress stress diantes de climarin) diameter {m} area in cury 16 0.0625 01518 0.2013 0.006 32 0.3355 5/16 14 0.074 9.2140 0.2614 044* 0.4344 318 12 03831 0.263 2 0.316l 0.165 39 0.3976 7/16 12 0.0833 0.3253 0.378 3 0.6972 0.6396 112 ta 0.1000 0.3594 0.41 1223 0.2273 512 0.125 0.4570 0.5408 3195 DORO 6 0.1661 0.537 0.6424 2732 116 0.1667 0.0613 0.7003 1003 1.313 1 5 0.2009 0.7509 0726 $175 1.43 0.200 0.875 3 0.9967 68R1 1.722 0.000 0.999 1.121 XX31 3.952 0250 1.071 ISB 1.030 2,010 0.250 1.3439 1.250 0.250 3.5915 1.811 2.863 2.350 1.6948 1.8002 2.454 3.262 3 0.3333 1.8572 2.045 2.982 3.610 3 0.3333 2.1046 22939 1.872 4,073 0.3333 2.355 A 2.5427 4711 4.538 0.500 2.4326 27044 5.18 4.257 2 0.500 2.9314 3.2025 7.388 3.700 0.500 3.432 3.700 9985 0.010 0.500 3.9291 4.1991 12.972 300 4.4281 4.6973 16.35 8.511 "Per inch length of enement 1.1965 2.341 7.575
Join a community of subject matter experts. Register for FREE to view solutions, replies, and use search function. Request answer by replying!
Post Reply