Consider a bolt with five radial dash markings on the top of the head. The bolt diameter is measured using calipers and is 0.373 inches. The thread pitch is 24TPI.
Assume the applied modulus is 29Mpsi.
What is the proof load Fp? Proof load I think is 2.52 mega lb
(b) For a non-reusable joint design, what should the torque specification be? Assume f= f_c = 0.15
(c) What is the separation load P0 for a joint using this bolt with: N = 2 bolts, km = 8 x 10^6 lbf/in , grip length l = 2 in, and the bolt is fully threaded (no shoulder)?
Consider a bolt with five radial dash markings on the top of the head. The bolt...
2. (2 marks) Consider a pre-loaded threaded bolted joint subjected to static load P as shown in the figure below. This figure shows one of the bolts of a threaded joint that is part of a group of uniformly loaded bolts. The bolt is a SA Grade 4 bolt having a major diameter d0.375 in and the pitch p - 0.0625 in. The two steel members, marked 2 and 3 in the figure below, have the thickness of 0.5 in...
ADDITIONAL INFORMATION TABLE 1 IS THE EXPERIMENT DATA. THE BOLT, THE DIMENSION OF THE BOLT. USING THE INFORMATION FROM TABLE 1 I'M SUPPOSED TO MAKE ANOTHER TABLE SHOWING make another table that reports tu, ty,tys both calculated from the data in table 1 using the equation from number 5 (torsional yield strength) and another column with the estimated calculations using section 7 equation and getting the information(torsional yield strength numbers from the bolt chart for each specimen) Next in the...