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· 1-5 · 6-10 · 11-15 · 16-20 · 21-25 · 26-30 · 31-35 · 36-40 · 41-45 · 46-50 · 51-55 ·Please show all steps so that I may see what I'm leaving out. Thanks
Subject:
Mechanical and Materials Engineering
Topic:
Materials Engineering
Posting ID:
21404
OTA ID:
103997
Please help with these 3 problems involving bending moments, shear, and unit stresses.
Please solve showing your work, so that I may see what I'm leaving out.
Subject:
Mechanical and Materials Engineering
Topic:
Materials Engineering
Posting ID:
21405
OTA ID:
103997
Please solve the attached problem, showing your work, so that I can study the steps. A) torque - 8000 lb-in B) force - 133.33 lb The above torque and force calculations are from an Online TA that solved the problem, but didn' t show his/her work.
Subject:
Mechanical and Materials Engineering
Topic:
Materials Engineering
Posting ID:
21458
OTA ID:
103997
Determine Maximum allowable load
A rigid steel plate is supported by three posts of high-strength concrete each having an effective cross-sectional area A=40,000 mm^2 and Length L=2 m (see attachment). Before the load P is applied, the middle post is shorter than the others by an amount s=1.0 mm. Determine the maximum allowable load Pallow if the allowable compressive stress in the concrete is equal to 20 MPa.(Use E=30 GPa for concrete) THE ANSWER SHOULD BE 1.8 MN
Subject:
Mechanical and Materials Engineering
Topic:
Materials Engineering
Posting ID:
24602
OTA ID:
103997
For the following problem, can I get the full solution (show your work) with explanation as to how you arrived at the answer. For a lead-tin alloy of composition 80 wt% Sn-20 wt% Pb and at 180 degrees Celsius (355 degrees Farenheit) do the following: a) Determine the mass fractions of alpha and beta phases b) Determine the mass fractions of primary beta and eutectic microconstituents c) Determine the mass fraction of eutectic beta
Subject:
Mechanical and Materials Engineering
Topic:
Materials Engineering
Posting ID:
27618
OTA ID:
103997
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