MATERIAL ULTIMATE TENSILE STRENGTH, S YIELD STRENGTH, Sy MPa ksi MPa ksi CARBON & ALLOY STEELS 1010 A 44 303 29 22 200 1018 A 49.5 341 32 221 1020 HR 66 455 42 290 1045 HR 92.5 638 60 414 1212 HR 61.5 424 28 193 4340 HR 151 1041 132 910 52100 A 167 1151 131 903 Two metal bars are fastened together at the bolted flange connection shown. There are 2 total bolts connecting the two metal bars together and each bolt has diameter dbolt = 19.1 mm. The flange is oriented at angle = 55° with respect to longitudinal axis of the metal bars. If an axial force F = 40 kN is applied as shown, determine the overall safety factor of the bolted connection with respect to yielding. You may assume the bolts are made out of 4340HR steel and the strength of the bolt in shear is 50% of the tensile strength of the bolt material. F SFoverall = number (rtol=0.01, atol=1e-05) × 0% F
MATERIAL ULTIMATE TENSILE STRENGTH, S YIELD STRENGTH, Sy MPa ksi MPa ksi CARBON & ALLOY STEELS 1010 A 44 303 29 22 200 1018 A 49.5 341 32 221 1020 HR 66 455 42 290 1045 HR 92.5 638 60 414 1212 HR 61.5 424 28 193 4340 HR 151 1041 132 910 52100 A 167 1151 131 903 Two metal bars are fastened together at the bolted flange connection shown. There are 2 total bolts connecting the two metal bars together and each bolt has diameter dbolt = 19.1 mm. The flange is oriented at angle = 55° with respect to longitudinal axis of the metal bars. If an axial force F = 40 kN is applied as shown, determine the overall safety factor of the bolted connection with respect to yielding. You may assume the bolts are made out of 4340HR steel and the strength of the bolt in shear is 50% of the tensile strength of the bolt material. F SFoverall = number (rtol=0.01, atol=1e-05) × 0% F
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
Related questions
Question
please solve and explain using values below
Transcribed Image Text:MATERIAL
ULTIMATE
TENSILE
STRENGTH,
S
YIELD
STRENGTH,
Sy
MPa
ksi
MPa
ksi
CARBON & ALLOY STEELS
1010 A
44
303
29
22
200
1018 A
49.5
341
32
221
1020 HR
66
455
42
290
1045 HR
92.5
638
60
414
1212 HR
61.5
424
28
193
4340 HR
151
1041
132
910
52100 A
167
1151
131
903
Transcribed Image Text:Two metal bars are fastened together at the bolted flange connection shown. There are 2 total bolts
connecting the two metal bars together and each bolt has diameter dbolt = 19.1 mm. The flange is oriented at
angle = 55° with respect to longitudinal axis of the metal bars. If an axial force F = 40 kN is applied as
shown, determine the overall safety factor of the bolted connection with respect to yielding. You may assume
the bolts are made out of 4340HR steel and the strength of the bolt in shear is 50% of the tensile strength of
the bolt material.
F
SFoverall =
number (rtol=0.01, atol=1e-05)
× 0%
F
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