Design of Steel Structure Economical depth of a plate girder corresponds to minimum depth minimum thickness of web maximum weight minimum weight minimum depth minimum thickness of web maximum weight minimum weight 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 75 t2/h 125 t2/h 125 t2/h 175 t2/h 75 t2/h 125 t2/h 125 t2/h ANSWER DOWNLOAD EXAMIANS APP
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 column loads + full horizontal shear due to wind or earthquake horizontal shear due to wind or earthquake only column loads + 2.5% of horizontal shear due to wind or earthquake horizontal, shear due to wind or earthquake + 2.5% of column loads column loads + full horizontal shear due to wind or earthquake horizontal shear due to wind or earthquake only ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The heaviest I-section for same depth is ISWB ISMB ISLB ISHB ISWB ISMB ISLB ISHB ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure If the floor is supported at or near the bottom but top chords of a bridge is not braced, then the bridge is called Through type Double deck type Deck type Half through type Through type Double deck type Deck type Half through type ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The use of tie plates in laced columns is permitted at start and end of lacing system only prohibited not prohibited permitted between two parts of the lacing permitted at start and end of lacing system only prohibited not prohibited permitted between two parts of the lacing ANSWER DOWNLOAD EXAMIANS APP
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