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Construction Basics Exam

Instructions:
  • Answer 50 questions in 15 minutes.
  • If you are not ready to take this test, you can study here.
  • Match each statement with the correct term.
  • Don't refresh. All questions and answers are randomly picked and ordered every time you load a test.

This is a study tool. The 3 wrong answers for each question are randomly chosen from answers to other questions. So, you might find at times the answers obvious, but you will see it re-enforces your understanding as you take the test each time.
1. Each course consists of Strechers






2. The bolt shank and nut are marked after the joint has been snugged. Then a specific amount of rotation is induced in the nut with repect to the bolt - generally 1/3 to a full turn beyond the snug-tight condition






3. Heavier members and spans from column to column






4. Fibrous






5. Two terminals of high-voltage electric circuit are brought close together and creating a sutained spark across the space between the terminals






6. False






7. A single 1/2 - 7 wire strand






8. Dead End






9. The concrete is casted in controled enviroments and then transported to the contruction job.






10. Reinforced concrete member






11. The bolt shank and nut are marked after the joint has been snugged. Then a specific amount of rotation is induced in the nut with repect to the bolt - generally 1/3 to a full turn beyond the snug-tight condition






12. 4






13. Its strenth-to-weight ration is high - which reduces the weight of forms and shores.






14. Exposed aggregate finish by water washing - Abrasive blasting - acid etching






15. Ground-Supported Slabs - Elevated Slabs






16. M -S -N -O






17. 8 in to 30 in






18. Two terminals of high-voltage electric circuit are brought close together and creating a sutained spark across the space between the terminals






19. SJI






20. Huge - steel cylinder whose interior is lined with refractory bricks - and the materials are stacked on the inside and then heated to mix them all together.






21. Henry Bessemer in 1855






22. All sheet-steel components are fabricated by rolling and pressing the sheets into carious cross-sectional profiles at room temperature






23. Steel pipes






24. Open-Hearth furnace






25. Length - L - of unit






26. Structural concrete fill






27. They provide a weakness in the slab at predetermined locations to force the slab to crak there and not somewhere else.






28. 240 in =20ft






29. Where lap splicing of reinforcing bars will produce excessive congestion






30. AISC Type III Connection






31. Cohesive






32. Is the Specified dimension plus one mortar joint thickness






33. G30 - G60 - G120






34. Grade 50 steel






35. Connected members have been bolted together using spud wretch with the full force of a person






36. Mildly






37. False






38. 4






39. Workablity - water rentivity - and water tightness






40. Some interior concrete slabs-on-ground






41. The size of the masonry that the manufacture would like to achieve.






42. False






43. False






44. A325






45. Metals that do not contain Metals






46. Hollow structural section






47. Average annual freezing cycle days - and average annual winter rainfall of the location






48. Reduced cracking in concret - and reduction in the dimensions of stuctural members






49. 3/5/8x2/1/4x7/5/8






50. Fall within the range of loads spans that are common in buildings