Design of Steel Structure
When the axis of load lies in the plane of rivet group, then the rivets are subjected to

both (a) and (b)
None of these
only tensile stresses
only shear stresses

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Design of Steel Structure
The bracing between two columns of a steel tank will be designed to resist

column loads + 2.5% of horizontal shear due to wind or earthquake
horizontal, shear due to wind or earthquake + 2.5% of column loads
horizontal shear due to wind or earthquake only
column loads + full horizontal shear due to wind or earthquake

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Design of Steel Structure
The elastic strain for steel is about

1/12 of strain at the initiation of strain hardening and about 1/120 of maximum strain
1/12 of strain at the initiation of strain hardening and 1/200 of maximum strain
1/24 of strain at the initiation of strain hardening and about 1/200 of maximum strain
1/2 of strain at the initiation of strain hardening and about 1/12 of maximum strain

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