Design of Steel Structure The heaviest I-section for same depth is ISLB ISWB ISMB ISHB ISLB ISWB ISMB ISHB ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure As per IS : 800, for compression flange, the outstand of flange plates should not exceed (where t = thickness of thinnest flange plate) 161 163 162 164 161 163 162 164 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure In case of plastic design, the calculated maximum shear capacity of a beam as per IS:800 shall be (where, Aw = effective cross-sectional area resisting shear fy = yield stress of the steel) 0.85 Awfy 0.75 Awfy 0.55 Awfy 0.65 Awfy 0.85 Awfy 0.75 Awfy 0.55 Awfy 0.65 Awfy ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Gantry girders are designed to resist lateral loads lateral, longitudinal and vertical loads longitudinal loads and vertical loads lateral and longitudinal loads lateral loads lateral, longitudinal and vertical loads longitudinal loads and vertical loads lateral and longitudinal loads 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 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 column loads + 2.5% of horizontal shear due to wind or earthquake horizontal, shear due to wind or earthquake + 2.5% of column loads ANSWER DOWNLOAD EXAMIANS APP
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