

This system consists of two of the same same flange couplers that are full penetration welded...
Two sections of pipe are flange connected as shown. A total max
external load, P=5000 is applied repeatedly. Washers and joint
members are made out of steel, E=30Mpsi. (Pls show work for all
prob.)
Thread fasteners:
N=8 ?1/2-13 UNC SAE grade 8. with a standard hexagon head.
Fasteners are to be reused (non-permanent instalation and
lubricated.)
A) Factor of Safety against exceeding the fastener's proof
strength(np)
B) Factor of safety (nf) for infinite life based on Goodman's
fatigue theory
C)...
Standard design practice, as exhibited by the solutions to Probs. 8-66 to 8-70, is to assume that the bolts, or rivets, share the shear equally. For many situations, such an assumption may lead to an unsafe design. Consider the yoke bracket of Prob. 8-61, for example. Suppose this bracket is bolted to a wide-flange column with the centerline through the two bolts in the vertical direction. A vertical load through the yoke-pin hole at distance B from the column flange...
The figure shows a bolted lap joint that uses SAE grade 5 bolts. The members are made of cold- drawn AISI 1020 steel. Assume the bolt threads do not extend into the joint. Find the safe tensile shear load F that can be applied to this connection to provide a minimum factor of safety of 2 for the following failure modes: shear of bolts, bearing on bolts, bearing on members, and tension of members Problem 8-66 in in-20 UNC in...
A spherical pressure vessel is formed using 20 gauge (0.0359 inch) cold drawn AISI 1020 steel sheet, Syield-57,000 psi, Sultimate 68,000 psi. density 0.282 lb/cubic inch Temperature is 75 F. mine the maximum pressure in the tank for an inner diameter of 15 inches using yield Deter Volume of sphere 4/3*pi*radius cubed Surface area of a sphere -4*pi'r squared. Calculate the minimum tank weight in lbm using a 15% factor for weld thickness and fittings. strength with a factor of...
Please answer this question throughly. Thanks.
For a bolted assembly with six bolts, the stiffness of each bolt is kb = 3M1bf/in and the stiffness of the members is km 12Mlbf/in per bolt. An external load of 80 kips is applied to the entire joint. Assume the load is equally distributed to all the bolts. It has been determined to use in-13 UNC grade 8 bolts with rolled threads. Assume the bolts are preloaded to 75 percent of the proof...
4. (a) Design a bolted joint to join the two members shown in the figure below. Specify the number of bolts, the pattern, the bolt grade, and the bolt size 8 x4 x 12 Box sect 4 in 6in 0.50 in typical 0.50 plate 12 000 lb P (b). Two steel plates are joined using 3/8-inch parallel-loaded fillet welds. The yield strength, Sy, and the length of the welds are known. The design factor is 3.5. Determine the maximum tensile...
Please show solution for O step by step, use data and ansers
for N as given
(O)For the bolt of question (N) above, what is the required tightening torque? Answer Box: Torque 141 lb-in Total Clamping Force: F,-| 12,000 |lb Number of Bolts: N- Percentage of Proof Strength: PP- 75% SAE Grade 5 Steel Bolt Material Proof Strength of Bolt material: σ a 85,000 psi Lubrication Constant: K 0.15 Results Formula P FrIN Load on each Screw. P- 3000 b...
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...
the
material is steel. hence the ultimate strength can be found.
131- (3 marks) Figure below shows a bolted joint subjected to an external force P that fluctuates from 0 to 7 kips. The steel bolt specification is 5/8"-11 UNC, SAE grade 5 material with rolled threads. The clamped members are steel of length 1.25 in each (with a total length of 2.5 in). Plain wide washers are utilized at both ends of the bolt. [a]. Using the Goodman line,...
Properties for all problems Sut = 80 ksi, 5= 60 ksi, Sf = 40 ksi, q=0.85 (notch sensitivity), steel E = 30e6 psi Remember we use Modified-Goodman for all calculations Problem 1 A 1-inch diameter rod that is 8 inches long has a bearing at one end and another bearing at 6 inches (treat bearings as simple supports). A vertical load is applied at the end of the overhanging rod and a torque is transmitted through the length of the...