A steel coire hauing cross-seclional area 1:5 mm2 when stretched strain 1:5x 1o5. "Calculale the mass atlaehed lo the mire? by a" load produces a laleñal (Ysteal -2x lo" N(m?, Foiss on's ralio o 0-291, 9= 9.8 wels?) %3D
A steel coire hauing cross-seclional area 1:5 mm2 when stretched strain 1:5x 1o5. "Calculale the mass atlaehed lo the mire? by a" load produces a laleñal (Ysteal -2x lo" N(m?, Foiss on's ralio o 0-291, 9= 9.8 wels?) %3D
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![# steel coire hauing cross-seclional area 1:5 mum?
when stretched
strain 1:5x 1o 5. "Calculalē the mass attaehed lo
the wire?
CYsteel =2x lo" N(m2, Foiss on' s ralio o- 0•291,
by a load produces
laleral
9.8](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F58a62a1b-9a6d-40ef-a509-6e5020cb85e4%2Fdeb60dc9-ec0b-43e7-947f-22a4080b9cb3%2Fxpb7148_processed.jpeg&w=3840&q=75)
Transcribed Image Text:# steel coire hauing cross-seclional area 1:5 mum?
when stretched
strain 1:5x 1o 5. "Calculalē the mass attaehed lo
the wire?
CYsteel =2x lo" N(m2, Foiss on' s ralio o- 0•291,
by a load produces
laleral
9.8
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