Compact section is the section which is capable of developing fully plastic stress distribution and possessing a rotation capacity before buckling .
So, option (b) is correct answer.
Solve the steel question - within 10 minutes The section that is capable of developing a...
Solve the steel question - within 10 minutes The shear stress in l-sections is generally resisted by the Select one: O a. all are true b. flange of the section c. web of the section O d. overall the section
Solve the steel question - within 10 minutes Generally shear is not a problem in steel beams because Select one: O a. bending moment is large. O b. shear stresses are always small. C. controlled by bracing. d. the webs of rolled shapes are capable of resisting rather large shearing forces.
Solve the steel question - within 10 minutes The area of section MC12 x 35 is Select one: O a. 10.3 in2 O b. 11.8 in2 O c. 9.12 in2 O d. 11.3 in2
Solve the steel question - within 10 minutes The maximum sidesway ( secondary) moments occur at the Select one: O a. column ends. O b. column midspan. c. beam midspan. O d. beam ends.
Solve the steel question - within 10 minutes The maximum sidesway ( secondary) moments occur at the Select one: a. beam midspan. O b. column ends. O c. column midspan. O d. beam ends.
Solve the steel question - within 10 minutes The AISC Specifications limit deflections of steel beams for the reason that Select one: O a. deflections may damage the other materials supported by the beam. O b. all answers are true. c. the appearance of structures. O d. it may decreases the safety of the structure.
Solve the steel question - within 10 minutes A hanger subjected to an off center tensile load is considered as Select one: O a. tension member. b. beam element. c. all answers are false. O d. column element.
Solve the steel question - within 10 minutes are the beams that support the exterior walls of buildings Select one: O a. Floor beams b. Joists c. Spandrel beams O d. Lintels
Solve the steel question - within 10 minutes Using Table (3-2) of the AISC Specification it is proper to use section ...........for Øb Mrx = 204 kip-ft. Select one: O a. W14 x 53 O b. W16 x 67 c. W18 x 64 O d. W16 x 45
Solve the steel question - within 10 minutes ..... is the shortest distance between fasteners on the gage lines.. Select one: O a. Pitch b. Edge distance c. Gage O d. Distance between bolts