Design of Steel Structure Generally the purlins are placed at the panel points so as to avoid Deflection of rafter Bending moment in rafter Shear force in rafter Axial force in rafter Deflection of rafter Bending moment in rafter Shear force in rafter Axial force in rafter ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The internal pressure coefficient on walls for buildings with large permeability is taken as ±0.5 ± 0.2 ± 0.7 0 ±0.5 ± 0.2 ± 0.7 0 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Shear buckling of web in a plate girder is prevented by using horizontal stiffener at neutral axis None of these bearing stiffener vertical intermediate stiffener horizontal stiffener at neutral axis None of these bearing stiffener vertical intermediate stiffener 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) 162 163 161 164 162 163 161 164 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Area of openings for buildings of large permeability is more than 20% of wall area 10% of wall area 30% of wall area 50% of wall area 20% of wall area 10% of wall area 30% of wall area 50% of wall area ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The bracing between two columns of a steel tank will be designed to resist horizontal shear due to wind or earthquake only 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 + 2.5% of column loads horizontal shear due to wind or earthquake only 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 + 2.5% of column loads ANSWER DOWNLOAD EXAMIANS APP
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