A.Fu Hsi
B.Shen Nung
C.Huang Ti
D.All the three emperors
图示两端固定杆AB,截面C承受轴向载荷F作用。已知AC与CB段的横截面面积分别为A1=200mm2,A2=150mm2,屈服应力σs=300MPa。试确定极限载荷Fu。
A.efficiency
B.foundation
C.determination
D.privilege
(c) (i) Using ONLY the above information, assess the competitive position of Diverse Holdings Plc.
(7 marks)