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 Half through type Deck type Double deck type Through type Half through type Deck type Double deck type ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The bracing between two columns of a steel tank will be designed to resist column loads + full horizontal shear due to wind or earthquake column loads + 2.5% of horizontal shear due to wind or earthquake horizontal shear due to wind or earthquake only horizontal, shear due to wind or earthquake + 2.5% of column loads column loads + full horizontal shear due to wind or earthquake column loads + 2.5% of horizontal shear due to wind or earthquake horizontal shear due to wind or earthquake only horizontal, shear due to wind or earthquake + 2.5% of column loads ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The heaviest I-section for same depth is ISHB ISWB ISMB ISLB ISHB ISWB ISMB ISLB ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Gantry girders are designed to resist lateral loads lateral and longitudinal loads longitudinal loads and vertical loads lateral, longitudinal and vertical loads lateral loads lateral and longitudinal loads longitudinal loads and vertical loads lateral, longitudinal and vertical loads ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Maximum pitch of rivets, used in steel stacks, is limited to (where t is thickness of thinner plate being connected) 161 101 121 6t 161 101 121 6t ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure For the buildings having a low permeability, the internal wind pressure acting normal to the wall and roof surfaces is taken as (where p is basic wind pressure) zero ±0.2p ± 0.5 p ±0.7p zero ±0.2p ± 0.5 p ±0.7p ANSWER DOWNLOAD EXAMIANS APP
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