Steel Bracing #26-46

26.The benefits of Steel Structure in steel construction a. Reduced construction time & no seasonal effect. b. Fabrication on-site is possible. c. Light weight and reduced foundation cost. d. All of the above.

27.Two types of bracing defined in AISC (1997) a. Chevron Bracing b. Concentric Bracing c. Eccentric Bracing d. X- Bracing

28. General types of structural steel frame a. Braced frame b. Moment frame c. Rigid frame d. Shear frame

29. It is an economical method of resisting wind load in multi storey structural frame.

30. Bracing creates triangular configuration in the structures. a. Braced frame b. Concentric brace frame c. Eccentric brace frame d. Rigid frame

31. Bracing connection may require large gusset plate at the beam to column at all joint.

32. Bracing that allow doorways or corridors through the bracing lines in a structure.

33. The members used in designed for both compression and tension

34. The bracing members are connected to the beam/girder at the top and converge to a common poin

35. Type of steel frame connection that transmit negligible amount of bending moment between connected members

36. Type of steel connection that transmit bending moment between connected members.

37. The centerlines of members that meet at a joint intersect at a same work point to form a vertical truss system that resist lateral forces.

38. Preferred moment connection, where diagonal or x-bracing is avoided due to access require

39. Two types of frame connections. a. Fully restrained b. Moment Connection c. Partially restrained d. Simple Connection

40. Connection that transmit negligible amount of bending moment between connected members.
a) Fin Connector
b) Moment connections
c) Partially restrained moment.
d) Simple connection

41. Connection that do not transmit bending moment between connected members

42. A bolted connection on a beam with the flange resting on an angle plate welded on the web of a column.

43. Type of moment connection that have sufficient strength to transfer moment with negligible rotation between connected members.

44. Type of moment connection that have sufficient strength to transfer moments with rotation between connected members.

45. Type of work for bolted structural steel connection

46. A reduction in the effective area of a cross section as the stress flows from a uniform distribution in the member to a more concentrated distribution in the vicinity of connections that do not engage the full cross section for force transfer.

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