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Note: Dimensions of the section is not given and inhave taken them from a steel table which may be slightly different that's why answer is varying a bit.
Solve the steel question - within 10 minutes Find the net area of WT12 x 31...
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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
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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
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are preferred to be used for small trusses Select one: O a. high strength bolts b. all answers are false C. snug-tight bolts O d. Ordinary bolts
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..... 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
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When deformation at the bolt hole at service load is not a design consideration, then the bearing capacity of the bolt is Select one: O a. not affected. O b. all answers are false. c. increases. O d. decreases.
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The moment of inertia about Z-axis for L5 x 5 x 1/2 is equal to Select one: a. 3.15 in 3 b. 4.6 in4 O c. 1.3 in 3 O d. 11.3 in4
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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
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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.
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are the beams that support the exterior walls of buildings Select one: O a. Floor beams b. Joists c. Spandrel beams O d. Lintels
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One of the disadvantages of welding is Select one: a. need more inspection. O b. quicker that bolting. O c. increasing fatigue strength. O d. need less experience than bolting.