1. A steel hanger is bolted to a steel frame 5/8 in-18 UNF grade 7 bolts. The thickness of the hanger at the bolt is identical to that of the frame, 1 inch each. A vertical load varying between 0 and 40,000 lb is applied at the hanger. The bolts are initially tightened to 75% of its full proof load. The length of the bolt is two threads beyond the nut. Determine the factors of safety against yielding, overloading and joint separation, respectively. Also, estimate the torque required to develop the preload. F

Elements Of Electromagnetics
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1. A steel hanger is bolted to a steel frame using two
5/8 in-18 UNF grade 7 bolts. The thickness of the
hanger at the bolt is identical to that of the frame,
1 inch each. A vertical load varying between 0 and
40,000 lb is applied at the hanger. The bolts are
initially tightened to 75% of its full proof load. The
length of the bolt is two threads beyond the nut.
Determine the factors of safety against yielding,
overloading and joint separation, respectively. Also,
estimate the torque required to develop the preload.
F
For Problem 1, it is suspected that the fatigue life of the bolts is finite. After the
aforementioned fluctuating load has been applied for 200,000 cycles, one decides to lower
the load so that the bolts can have an infinite fatigue life. Suppose the stiffness constant of
the joint has been adjusted to 0.2 (i.e., C= 0.2). Estimate the new endurance limit of the bolts
after 200,000 cycles of the fluctuating load applied, using the Minor rule and based on the
Goodman criterion.
Transcribed Image Text:1. A steel hanger is bolted to a steel frame using two 5/8 in-18 UNF grade 7 bolts. The thickness of the hanger at the bolt is identical to that of the frame, 1 inch each. A vertical load varying between 0 and 40,000 lb is applied at the hanger. The bolts are initially tightened to 75% of its full proof load. The length of the bolt is two threads beyond the nut. Determine the factors of safety against yielding, overloading and joint separation, respectively. Also, estimate the torque required to develop the preload. F For Problem 1, it is suspected that the fatigue life of the bolts is finite. After the aforementioned fluctuating load has been applied for 200,000 cycles, one decides to lower the load so that the bolts can have an infinite fatigue life. Suppose the stiffness constant of the joint has been adjusted to 0.2 (i.e., C= 0.2). Estimate the new endurance limit of the bolts after 200,000 cycles of the fluctuating load applied, using the Minor rule and based on the Goodman criterion.
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