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

A. V Bracing

B.Chevron Bracing

C.X Bracing

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

A. B and c

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

A. Simple connection

B. Fin Connector

C. Partially restrained moment

D. Moment connections

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

A. X Bracing

B. V Bracing

C. Chevron Bracing

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

A. Angle plate connection

B. Single plate connection

C. Seated connection

D. Bolted plate connection

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

A. Simple Connection

B.Fully restrained

C. Partially restrained

D. Moment Connection

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

A. Partially restrained Connection

B. Shear connection

C.Simple connection

D. Fully restrained Connection

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

A. b & c

B. a & b

C.c & d

D. d & a

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

A.a and c

B. B and c

C. C and d

D. A and b

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

A. b, c, and d

B. c, d, and a

C. d, a and b

D. a, b, and c

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

A.Fully restrained

B. Partially restrained

C. Simple Connection

D. Moment Connection

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

A. C and d

B. B and c

C. A and c

D. A and b

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

A. V Bracing

B. X Bracing

C. Chevron Bracing

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

a. Partially restrained Connection

B. Fully restrained Connection

C. Shear connection

D. Simple connection

15. 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.

A. Steel frame Connection

B. Concentric bracing frame

C. Shear frame connection

D. Eccentric bracing frame

16. Type of work for bolted structural steel connection

A. Hazardous work

B. Cold work

C. Flange Connection

D. Hot work

17. 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.

A. A and c

B. d

C. B and c

D. A and b

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

A. Shear frame

B. Moment frame

C. Braced frame

D. Rigid frame

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

A. K Bracing

B. V Bracing

C. Chevron Bracing

D. X Bracing

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

A. Concentric frame

B. Rigid frame

C. Shear frame

D. Moment frame

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