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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
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
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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: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
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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