The maximum secondary moments occurs at the
b.column
ends; if the member is unrestrained and its value
is
Note that if the member is restrained at both ends, the maximum
secondary moment occurs at the centre of the column which is given
by
where,
P is the load
is the side sway
is the member deflection
Solve the steel question - within 10 minutes The maximum sidesway ( secondary) moments occur at...
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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.
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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.
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A pin connected W10 x 94 beam-column with unbraced length of 17 ft member is subjected to total axial load P = 134 kip and maximum bending moment Mrx = 72.25 ft- kip. The value of AISC equ. (H1-1a) using ASD method is Select one: O a. 0.876 O b. 0.922 O c. 0.891 O d. 0.996
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A pin connected W10 x 94 beam-column with unbraced length of 17 ft member is subjected to total axial load P = 134 kip and maximum bending moment Mrx = 72.25 ft- kip. The value of AISC equ.(H1-1a) using ASD method is Select one: O a. 0.996 O b. 0.922 c. 0.876 O d. 0.891
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The section that is capable of developing a fully plastic stress distribution before buckling is called Select one: O a. beam section b. compact section O c. built-up section O d. composite section
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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.
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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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..... 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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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.