Question

In: Mechanical Engineering

5. A fluctuating external load of Ppeak = 4500 lb is applied at the bolted joint...

5. A fluctuating external load of Ppeak = 4500 lb is applied at the bolted joint given in Problem 4.
(1) Find the factor nf of safety against the fatigue failure using the modified Goodman criterion.
(2) Find the factor np of safety using the proof strength line.
(3) Find the factor n0 of safety against joint separation.
(4) Find the factor n of safety against yielding.

(question 4 for reference)

4. For the assembly similar to the one in Problem 3, the bolt of ½ in-13-UNC-2A grade 8 with rolled
threads is proloaded to 80% of its proof strength. There is a static 1500-lb load applied to the
assembly to separate the joint. It is known that kb = 1.2x106 lbf/in and km = 8.4x106 lbf/in
(1) Find the load factor nl.
(2) Find the factor of safety against static failure n.
(3) Find the factor of safety against joint separation n0.

Solutions

Expert Solution

5.

1) The stiffness constant of the joint is given by

Minimum proof strength of grade 8 SAE bolts is

Tensile stress area of 1/2 in bolts is

Hence bolt preload is

Static external load is

Dynamic expernal load is. We assume load is fluctuating from 0 to peak.

Max external load is

Min external load is

Max bolt load is

Min bolt load is

Alternating stress experience by the bolt is

The mid range stress is

For SAE 8 rolled threads grade 8, the enduranc stress is

The tensile strength of grade 8 bolts is

Referring to Fig 8-20 of Shigley

Using formula 8-45 of Shigley, the fatigue factor of safety is

2) Using equation 8.51 of Shigley

3) The factor of safety against joint separation is

4) The factor of safety against yielding is

For Grade 8 bolts the yield strength is

Hence

From Goodman criterion


Related Solutions

1 design a column that supports 4500 lb if it is 12 feet long
1 design a column that supports 4500 lb if it is 12 feet long
. A rectangular steel bar is subjected to a fluctuating load from 30 kN tension to...
. A rectangular steel bar is subjected to a fluctuating load from 30 kN tension to 30 kN compression. The bar is 30 mm wide and 7 mm thick with a hole in the middle that is 4 mm in diameter. Find the fatigue and yield factor of safety if the steel is cold-drawn AISI 1040. If the fatigue factor nf<1 and ny>1 then that means that the system will fail at a finite number of cycles. If that is...
A 4500 lb SUV is traveling at 65 mph when it strikes a staged attenuator designed...
A 4500 lb SUV is traveling at 65 mph when it strikes a staged attenuator designed to produce three different energy dissipation rates. For the first 6 ft, the attenuator produces a force of 20,000 lb on the impacting vehicle. The second stage is 4 ft long and produces a deceleration force of 40,000 lb. “How long does the attenuator’s 3rd stage have to be to safely stop the SUV if its deceleration force is 60,000 lb. Construct the a-s,...
2. Design an all-bolted double-angle connection for a W24x146 A992 beam to carry a dead load...
2. Design an all-bolted double-angle connection for a W24x146 A992 beam to carry a dead load reaction of 25 kips and a live load reaction of 75 kips. Use 5/16 in. angles and ¾ in A325N bolts in standard holes. The uncoped beam is connected to the flange of a W14x132 column. Design by both LRFD and ASD method.
The applied force is between the fulcrum and load in a ________ lever. A. first class...
The applied force is between the fulcrum and load in a ________ lever. A. first class B. second class C. third class D. fourth class
Laura is planning to buy five 5-lb bags of sugar, four 5-lb bags of flour, five...
Laura is planning to buy five 5-lb bags of sugar, four 5-lb bags of flour, five 1-gal cartons of milk, and four 1-dozen cartons of large eggs. The prices of these items in three neighborhood supermarkets are as follows. Sugar (5-lb bag) Flour (5-lb bag) Milk (1-gal carton) Eggs (1-dozen carton) Supermarket I $3.15 $3.79 $2.99 $3.49 Supermarket II $2.99 $2.89 $2.79 $3.29 Supermarket III $3.74 $2.98 $2.89 $2.99 (a) Write a 3 × 4 matrix A to represent the...
On a double supported beam with total length of 48” applying 40 lb total load on...
On a double supported beam with total length of 48” applying 40 lb total load on two hangers 6” from each support. If the beam had a rectangular shape with 2” width and .5” thickness what is the stress on each load? With is the maximum deflection at the sender of the beam. E=300000000psi
Q1 / An axial load of 75 kN was applied to a steel rod of 3...
Q1 / An axial load of 75 kN was applied to a steel rod of 3 m in length and 0.025 m in diameter. Calculate the change in length (∆L), Poisson’s ratio, percent elongation and percent reduction in   area. Take change in diameter (∆d) = 5.73 x10 mm and E = 200 kN / mm . subject :- strength of material
During the experiment a constant tensile load was applied to the sample, as described in Study...
During the experiment a constant tensile load was applied to the sample, as described in Study session 17.1. This caused the sample to extend. You measured the change in length of the sample over time, which enabled you to calculate the strain. In Question 2a you are asked to calculate the stress acting on parts of a sample at the beginning and end of an experiment similar to that in Week 17. The load applied in the experiment was 5.1...
4-8. The load of 800 lb is supported by the four 304 stain- less steel wires...
The load of 800 lb is supported by the four 304 stain-less steel wires that are connected to the rigid members AB and DC. Determine the angle of tilt of each member after the load is applied. The members were originally horizontal, and each wire has a cross-sectional area of 0.05 in2. 
ADVERTISEMENT
ADVERTISEMENT
ADVERTISEMENT