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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. posttensioned concret






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






3. A992






4. 18 to 48 in






5. A special electric wrench is used that induces a predetermined torque bolt






6. Hot Rolling






7. Beams and Columns






8. 8 and 30 in






9. Allow water washing of concrete after stripping the forms






10. True






11. EAF - BOF - OHF






12. Each course consists of Strechers






13. Concrete masonry Units






14. SJI






15. Encase steel sections in concrete - OR use a Spray-applied fire protection and gypsum board facing






16. The contained molds in which the concrete is cast






17. False






18. False






19. Cold-formed and light structural steel members - in zinc coating






20. Upward deflection of a beam to counter downward deflection by a dead load






21. AISC Type II Connection






22. Reinforced concrete member






23. Open-Hearth furnace






24. Elevated Slabs and arches - its formwork for arches






25. A 100% solid unit






26. Greater Floor to Floor height - COncentrated Loads - Complex layout floor and roof frame - and Fire protection






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






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






29. 52-72






30. Hoizontal bridging members at the bottom of the joists - and horizontal briging members at the top of the joists






31. EAF - BOF - OHF






32. Stabilizing members that space across the joists






33. 2 to 4 ft






34. Gauge number






35. Connections are tightened to a high tensil stress so that shear resistance is provided though fiction between the connect surfaces






36. Reinfocing bars are provided at the top and bottom of the beams






37. 3/5/8x2/1/4x7/5/8






38. Grade 50 steel






39. Pile






40. Lighter Weight - Easier Erection






41. Plastic - and Steel chairs with plastic-coated feet






42. 240 in =20ft






43. Parallel - wider






44. Heavier members and spans from column to column






45. AISC Type I Connection






46. Rigid Insulation and Roof cover






47. Structural concrete fill






48. True






49. False






50. Obtaining by welding two or more standard sections together