Civil Engineering Technology Class Assignment HW03 SPRING 2

Civil Engineering Technology Class Assignment / HW-03 SPRING 2018 CMCE2457-Construction Techniques in Civil Engineering | Course Each question has only one comect answer. Select the choice that best . A slip-critical connection between framing members is obstained by answers the question a welding the members together using arc welding b. welding the members together using gas welding c. bolting the members and tightening them with a spud wrench d. bolting the members and tighening them with a spud wrench 1. The preliminary framing layout of a building ia generally prepared by the a. project\'s structural engineer. b project architect using full force d. steel fabeicator. e. none of the above a True called e. none of the above. 2. The peliginany taming leyout of a seletiame buildingis generalysedl mebfdwding h. False 10. A shear connection between a steel beam and a steel column is abso d. an AISC Type I connection. 11. A shear connection between a steel beam and a steel column can be b. elevation view d. all of the above. c. plan view b. a rigid connection. a. a simple connection. e. none of the above. made without connecting beam flanges to the column. e. none of the above. 3. If the floor of a seeel-frame building has primary, secondary, and tertiary components, the tertiary components consist of a W-section beams c. joist gieders. e none of the above. b. steel joists. d. any one of the above a. True False 12. A rigid connection behween a steel beam and a steel column can be without connecting beam flanges to the column. 4. If the floor of a steel-frame building has only primary and secondary 1 components, the secondary components consist of False b. steel joiss. a True w-section beams. C- joist girders. e. none of the above d. floor deck 13. In a mutistory steel-frame building, the columns are generally spliced a every four floors c. every two floors e. none of the above. h. every three floon. d. every floor S tf the floor of a steel-frame building has primary, secondary, and tertiary components, the secondary components consist of h. steel joists. d. any one of the above. 14. In connecting the upper-column shaft with a lower-column shaft in a G. steel joist girders e. (a) or (bl. multistory steel-frame building, we generally require a. four flange plates c. two lange plates. d. one flange plate. 6. Which of the following is not an ASTM desijgnation for 15. In a columm splice detail, a but plate is required when seel bohs? a. A325 bots c. A490 bolts b. A307 bolts d. AS07 bolts a. the upper-story column is much smaller in height than the lower- sory column the upper-story column is much larger in height than the lower story column. 7. A snug-tight connection between framing members is obsained by a. welding the members together using arc welding b. welding the members together using gas welding belting the members ardighaeningthem with aspad wrench. d. bolking the members and tightening them with a spud wrench c the upper-story column is the same height as the lower-story d. the upper-sory column has the same crosssectional diesensions e. none of the above. as the lower saory column. using full force. e. none ofl the above

Solution

Ans 1 (b) project architect

And 2 (C) plan view

And 3 (e) None of the above

And 4 (d) Floor deck

Ans 5 (b) steel joist

Ans 6 (d) A507 bolts

Ans 7 (d) bolting member and tighting them with spud wrench using full force

Ans 8 (e) None of the above

Ans 9 (a) True

Ans 10 (a) A simple connection

Ans 11 (a) True

Ans 12 (b) False

Ans 13 (c) Every two floors

Ans 14 (c) two flange plates

Ans 15 (e) None of the above