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 + 2.5% of horizontal shear due to wind or earthquake column loads + full 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 + 2.5% of horizontal shear due to wind or earthquake column loads + full horizontal shear due to wind or earthquake horizontal, shear due to wind or earthquake + 2.5% of column loads ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as 1.35 kN/m2 0.75 kN/m2 1.50 kN/m2 0.65 kN/m2 1.35 kN/m2 0.75 kN/m2 1.50 kN/m2 0.65 kN/m2 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure If the 20 mm rivets are used in lacing bars, then the minimum width of lacing bar should be 100mm 60mm 80mm 40mm 100mm 60mm 80mm 40mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure If the thickness of thinnest outside plate is 10 mm, then the maximum pitch of rivets in tension will be taken as 160 mm 162 mm 161 mm 163 mm 160 mm 162 mm 161 mm 163 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The best arrangement to provide unified behaviour in built up steel columns is by lacing tie plates battening perforated cover plates lacing tie plates battening perforated cover plates ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure If the loaded length of span in meters of a railway steel bridge carrying a single track is 6 m, then impact factor is taken as 0.5 0 1.0 between 0.5 and 1.0 0.5 0 1.0 between 0.5 and 1.0 ANSWER DOWNLOAD EXAMIANS APP
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