Design of Steel Structure The elastic strain for steel is about 1/12 of strain at the initiation of strain hardening and 1/200 of maximum strain 1/2 of strain at the initiation of strain hardening and about 1/12 of maximum strain 1/24 of strain at the initiation of strain hardening and about 1/200 of maximum strain 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 1/2 of strain at the initiation of strain hardening and about 1/12 of maximum strain 1/24 of strain at the initiation of strain hardening and about 1/200 of maximum strain 1/12 of strain at the initiation of strain hardening and about 1/120 of maximum strain ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of(where, t = the web thickness in mm h = the outstand of stiffener in mm) 175 t2/h 125 t2/h 125 t3/h2 75 t2/h 175 t2/h 125 t2/h 125 t3/h2 75 t2/h ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The portal bracing in a truss bridge is used to Transfer load from top of end posts to bearings Keep the rectangular shape of the bridge cross-section Prevent the sides-way buckling of top chord Stiffen the structure laterally Transfer load from top of end posts to bearings Keep the rectangular shape of the bridge cross-section Prevent the sides-way buckling of top chord Stiffen the structure laterally ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The moment-curvature relation at a plastic hinge is linear constant curvature for all moments parabolic constant moment for all curvatures linear constant curvature for all moments parabolic constant moment for all curvatures ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Diameter of a bolt hole is usually taken as nominal diameter + 1.5 mm nominal diameter of bolt gross diameter of bolt nominal diameter + 2.0 mm nominal diameter + 1.5 mm nominal diameter of bolt gross diameter of bolt nominal diameter + 2.0 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure For a compression member with double angle section, which of the following section will give larger value of minimum radius of gyration? both (b) or (c) unqual legged angles with long legs back to back unequal legged angles with short legs back to back equal angles back to back both (b) or (c) unqual legged angles with long legs back to back unequal legged angles with short legs back to back equal angles back to back ANSWER DOWNLOAD EXAMIANS APP
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