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The main reason of considering deflection limit is to avoid the damage of other material it supports and also that it decreases safety of structure. The other reason architecturally is the the deflected elements are not very aesthetic. Thus the answer for this question is OPTION B. All are true
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The AISC Specifications limit deflections of steel beams...
Solve the steel question - within 10 minutes are the beams that support the exterior walls...
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...
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 Generally shear is not a problem in steel...
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 A pin connected W10 x 94 beam-column with...
Solve the steel question - within 10 minutes
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
Solve the steel question - within 10 minutes A pin connected W10 x 94 beam-column with...
Solve the steel question - within 10 minutes
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
Solve the steel question - within 10 minutes A hanger subjected to an off center tensile...
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 When deformation at the bolt hole at service...
Solve the steel question - within 10 minutes
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.
Solve the steel question - within 10 minutes The maximum sidesway ( secondary) moments occur at...
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...
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 section that is capable of developing a...
Solve the steel question - within 10 minutes
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
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
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
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
Solve the steel question - within 10 minutes
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
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
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.
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 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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