QUESTION 4 Calculate the ngineering stress (MPA on a magnesium bar with intial dunensions dianseter12 mm. length 30 000 mm, f t were subjected to a load of 1500 kg OA 32 MPA ORIJ MPA OCIMPA OD130 MPa QUESTION S Place the matenals (Al203. Mg. K, PO in order of increasing ductility (1 s the lest ductile and 4 is the most ductile) - Al0 ME QUESTION 6 Astres of 225 MPA applied ie the 1 10direction of a unit cell of a copper sngle rystal Calelr the resolsed shear stres on the 11 1) plane un the [0 0 1] direction OA092 MPA CHOMPA CGR01 MP

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QUESTION 4
Calculate the engineering stress (MPa) on a magnesium bar with initial dimensions diameter 12 mm. length 30.000 mm, if it were subjected to a load of 1500 kg
OA 32 MPa
OB. 1.3 MPA
OC13 MPa
OD.130 MPa
QUESTION 5
Place the matenals (Al>03, Mg. K. P) in order of increasing ductility
(1 is the lest ductile and 4 is the most ductile)
v Al203
Mg
K
QUESTION 6
A stress of 2.25 MPas applied ie the 110 direction of a unit cell of a copper single
crystal. Caleulate the resolved shear stress on the 111) plane n the [00 1]
direction.
OA092 MPA
OROMPA
OGR0I MPa
16066MP
Clik S d Subnit to e endiobnit. Ciok SavrAllAnors oe l aners
Transcribed Image Text:Question Completion satus QUESTION 4 Calculate the engineering stress (MPa) on a magnesium bar with initial dimensions diameter 12 mm. length 30.000 mm, if it were subjected to a load of 1500 kg OA 32 MPa OB. 1.3 MPA OC13 MPa OD.130 MPa QUESTION 5 Place the matenals (Al>03, Mg. K. P) in order of increasing ductility (1 is the lest ductile and 4 is the most ductile) v Al203 Mg K QUESTION 6 A stress of 2.25 MPas applied ie the 110 direction of a unit cell of a copper single crystal. Caleulate the resolved shear stress on the 111) plane n the [00 1] direction. OA092 MPA OROMPA OGR0I MPa 16066MP Clik S d Subnit to e endiobnit. Ciok SavrAllAnors oe l aners
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