Solution:
Corrosion on a bridge foot mainly due to the atmospheric conditions, dust and water. When the steel is reacted with the moisture or water or any dust particles it undergoes chemical reactions. In steels the iron content is more therefore, this iron will reacts with the atmospheric gases or water molecules then the Iron oxides are formed. These oxides are known as rust. Due to the gradual increase in the rust throughout the foot of the bridge, it leads to failure. During corrosion of bridge foot, some pits may formed due to the chemical reaction in a particluar place. These pits lead to form as a crack on the bridge. The effects of corrosion on bridge foot are the reduction of the strength of structural elements, increase in fatigue, decrease in the bond strength between the particles and diminished in ductility. The corrosion preventive measures are by applying epoxy coatings, alternating the steel composition to increase the corrosion resistance, frequent inspection methods, by repairing cracks and pits as soon as they appear and by using permeable concrete for the construction.
Generally, to construct a bridge it takes a huge investment for all the construction elements, equipment and engineers etc. After the construction, more expensive inspection techniques are required. If the bridge is failing due to corrosion then it become a huge loss for all the investment. By this away the corrosion on bridge foot impact on the economy.
(b) Describe the corrosion problem encountered in Figure Q3(b) and discuss its impact on the economy....
Q3. Briefly discuss the impact of the second moment of area (or moment of inertia) on: (0) The axial stress generated by bending moment (ii) The deformability of a beam subjected to bending moment (iii) The shear stress generated by a shear force (iv) The axial stress generated by a normal force Page limit to answer Q3: Two sides of A4. Using equations to support your answers will give you more marks. [20 marks] END OF PAPER
Discuss a facility layout problem you encountered in real life, and describe: • How the different techniques (alternatives) you learned in this class can help solve the problem, and • How you would evaluate and compare the different alternatives.
QUESTION3 szate all components and discuss the operation of the basic hydraulic circuits gi State Figure Q3 (5 marks) Figure Q3
QUESTION3 szate all components and discuss the operation of the basic hydraulic circuits gi State Figure Q3 (5 marks) Figure Q3
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Circuit Analysis
Zo Is Zi ALi If FIGURE Q3(b) negative feedback network (b) Figure Q3(b) shows an amplifier with a Given Zof 100 kQ, Zo = 10 kQ and A 50 State the feedback topology and the amplifier type (i) (2 marks) (ii) Calculate the gain without feedback, A and the feedback factor, B. (6 marks) (iii) If the low cutoff frequency of the amplifier with feedback network (fL) is 300 Hz, calculate the low cutoff frequency (fi) if the...
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(b) Figure Q3(b) show the unit step responscs of a system A and system B, respectively For each system Find the percentage overshoot, % OS and the Peak time, T 6 marks Find the transfer function of both systems (i) [8 marks iii) You have to design a system which operate with settling time less than 5second, overshoot percentage less than 30% and which system will you choose, system A or system B, justified your answer. [3 marks |(ii) 1,5-...
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