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**[HKIA Paper 3 2019 (March)]** **Q1. Which of the following about wind load is not true?** A. B. C. D. **Q2. What properties of a material can tell deformation with change in temperature?** A. B. C. D. **Q3. If applied force is doubled (2F), how would deformation (D) changes?** A....

**[HKIA Paper 3 2019 (March)]** **Q1. Which of the following about wind load is not true?** A. B. C. D. **Q2. What properties of a material can tell deformation with change in temperature?** A. B. C. D. **Q3. If applied force is doubled (2F), how would deformation (D) changes?** A. B. C. D. **Q4. What is the stiffness of wall (where H is the height, D is the depth of section of wall, E is the modulus of elasticity of wall material)?** A. B. C. D. **Q5. Which of the following is not dead load?** A. B. C. D. Refer to the following diagram for Q6 & Q7 (from my memory the diagram is with pin joint at the left support and roller joint at the right support, does that affect the answers?) **Q6. Which of the following is true?** A. B. C. D. **Q7. Which of the following is not true?** A. B. C. D. **Q8. Which can resist force in only one direction?** A. B. C. D. **Q9. Which column supports the largest load assuming load is uniform?** ![](media/image8.jpg) A. B. C. D. **Q10. Which of the following is not replacement pile?** A. B. C. D. **Q11. What is the purpose of boring test?\`** A. B. C. D. **Q12. Which of the following about tall building foundation is true:** A. B. C. D. **Q13. 800kn load to column, 200kn/m2 pad footing, what is the min. dimension of the footing?** A. B. C. D. **Q14. 12 Floor, 2 basement , bed rock beyond 80m. what is the best foundation?** A. B. C. D. **Q15. Which of the following is not a driven pile?** A. B. C. D. **Q16. Which of the following is not true for shallow foundation?** A. B. C. D. **Q17. Which is not true for bore cast-in-situ concrete pile?** A. B. C. D. **Q18. What is the most economical excavation and lateral system for a 2.5m depth spread footing foundation house in rural area, with more than 10m away from the site boundary?** (forgot exactly, pls update if remember) A. B. C. D. **Q19 Modulus of elasticity of steel is 20500, Aluminium is 6900, from this information, which is correct?** A. B. C. Q20 **Q22. Which test can be done in situ for 28-day concrete?** A. B. C. D. **Q23. What are the raised rib profiles on rebars for?** A. B. C. D. **Q24. Which of the following is true?** A. B. C. D. **Q25 Which of the following is correct?** ![](media/image10.jpg) 1. 2. 3. 4. Q26 Q27 Which of the following can support **Q28. Resist to bending and torsion (section)?** **O** **Q29. For a floor supported by column grid of 9m x 9m, which of the following slab system is most economical?** A. B. C. D. **Q30. Which of the following floor system cannot as a diaphragm floor?** A. B. C. D. **Q31. Which of the following statement is not ture?** A. B. C. D. ![](media/image3.png) **Q32. What is the purpose of welding steel studs on the upper flange of the steel beam?** A. B. C. D. **Q33. What will cause by differential settlement?** A. B. C. D. **Q34. Which of the following system is most suitable for a 25 x 50 free column hall?** A. B. C. D. **Q35. Which of the following is not considered as a two-way system?** A. B. C. **Q36. Slenderness ratio of a 300m heigh tower with a footprint of 50x30m.** A. B. C. D. **Q37. Which of the following about the diagram is correct?** **(Pastpaper 3 Floors Bending Moment Diagram)** A. B. C. D. **Q38. (Core and Outrigger Case Study Section)** **Q39. Which of the following about Spandrel Beam is True?** A. B. C. D. **Q40. What is not true?** A. B. C. D. **Q41. Stiffness of ABC in descending order.** A. B. C. D. **Q42. What is the main use of the 4 columns HSBC with outrigger?** (wt is adv of columns in bundle, sth like that) A. B. C. D. **Q43. What is the spradrel bream conneting to?** A. B. C. **Q44** ![](media/image1.jpg) **Q45 (Question about vierendeel structure)** **Q46 (Question about vierendeel structure)** **Q47 Which of the following structures is anticlastic form?** A. B. C. D. Case study for Q48-Q60. ![](media/image7.jpg) Site 350x150 Tower 50x50, 300(H), lower â…“ is office, apartment above. Podium of two storeys, Conventional Center 60x100 column free space at the highest storey of podium. Water table at ground level; no bedrock can be found within 100m depth Three storeys basement **Q48. Slenderness ratio of the tower** A. B. C. D. **Q49. Which is the best lateral structure for the SA tower? (someone pls check if options are correct)** A. B. C. D. **Q50. Client wants to have an unobstructed view for office, without affecting the layout of the apartment/hotel (not for apartment), which is the suitable layout for the perimeter columns?** A. B. C. D. **Q51. Where are outriggers usually placed in the tower?** A. B. C. D. (try to recall these questions that I don't know whether someone try to remember... the below... please help edit) **Q52. Since bedrock could not be found under 100m, which is the best pile to use for the tower?** A. Driven bored pile (friction bored pile?) B. Rock socketed H pile C. D. Bored pile with bellout **Q53. max horizontal movement??** A. B. C. D. **Q54. Which type of foundation is most suitable for tower?** A. B. C. D. **Q55. Which load would be considered for conventional space (free column)?** A. B. C. D. **Q56. What is the best method for the basement wall of 15m in high water profile ?** A. B. C. D. **Q57. What is the additional consideration for foundation design on soft soil ?** A. B. C. D. **Q58. Considering podium and the tall tower have different settlement degree, like Adverse effect** **which of the following construction method is the most "effective" to connect the tower and podium together:** A. B. C. D. **Q59. In the case study, there is 60x100m column-free space in the podium, which of the following roof structure is the most appropriate?**\ A. 4 meters deep post-tension concrete slab spending to the short side of the roof\ B. 4 meters deep space truss roof spending to the short side of the roof\ C. Tensile Structure\ D. 2 meters two-way structure of post tension concrete roof **Q60. What is the difference of Practice between China and Hong Kong on resisting lateral forces?**\ A. Seismic Load\ B. Wind load\ C. Thermal Load\ D. Water Load