Test your basic knowledge |

Construction Basics

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. ____________________ is gerneally preferred over filed welding?






2. The use of ONe-way decks yields the following two types of bearing wall planes name one?






3. If you put more lime in Mortar this increases






4. This type of Mortar is used in seismic zones






5. Steel joist are braced against instabilty by






6. Weathering index of a location is a function of the






7. The greater the _____ the great the torsion created - which increases the cost of the structure.






8. A connection between a floor or roof and a wall must be adequate to sustain the 3 forces What is one of these forces?






9. The arrows next to the Column and the base plate are indications of what?






10. Flat glass obtained from the float glass process - without further treatment - is the basic glass - referred to as _____________






11. A joint screen is an






12. The grade of A992 yields strength of ____ksi






13. The minimum depth of a K-series joist is ___ and the Max is __






14. in terms of water infiltration - the exterior walls in historical buildings functioned as






15. The maximum spacing for one piece - corrigated anchor or an adjustable - two piece wire anchor is limited by the code to one anchor for every _____






16. the coping on a masonry fence wall is generally...






17. 1 kip = ____psi






18. Unfinished bolts are made from






19. High-strength bolts have the same charterisitcs as ____






20. What is the 2 arrow?






21. Twist-off Bolt method is...






22. the foundations for concrete tilt-up walls constits of...






23. Bricks that have core holes are ____






24. The combination of bond Beams and Vertically reinforced CMU cells forms _______






25. Steel decks are availiable in two catagories ___ and ____






26. The GFRC skin is typically






27. S-Shapes are mostly used for_____






28. Bond beams are _____






29. A snug-Tight Condiction is also called...






30. two types of facotry-blended mixes for this finish coat are available - name some






31. What is the 2 arrow?






32. Stressing-end assembly is called a ____






33. Water-resistant exterior walls may be divided into three types What is one of these?






34. Wicks or plastic tubes have a diamenter of...






35. A 1 1/2 depression is commonly created in foundation to receive the first course of the veneer - What is the name of the ledge?






36. Low carbon (mild) steel is a(an) __________ material






37. The simplest cellular-type plan is a_______






38. In referring to a masonry wall as a reinforced masonry wall it is implied that the wall contains






39. The maximum recoomended spacing for vertical expansion joints is...






40. Diagonal bridging may be used as an alternative to horizontal bridging to...






41. List the Mortar types from greatest Comprssive strength to The lowest compressive strength






42. Blast Furnace is the process by which ______






43. Extend the entire thickness of the slab and they ensure that the slab is isolated from the buildings structural componenst so that their movments is not transfered to the slab






44. Girder is...






45. A typical anchor used with brick veneer and CMU backup wall assembly consist of...






46. What is the Third Arrow Pointing at?






47. Weep Holes are...






48. According to building codes - plain concrete (concrete without steel reinforement is not permitted in new construction.






49. S section I beam with a nominal depth of 50' and a weight of 60 lbs per 3 feet






50. An ideal pressure-equailzed drainage wall is also referred to as