Design of Steel Structure The use of tie plates in laced columns is permitted at start and end of lacing system only not prohibited prohibited permitted between two parts of the lacing permitted at start and end of lacing system only not prohibited prohibited permitted between two parts of the lacing 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 maximum permissible span of asbestos cement sheets is 1250 mm 650 mm 1680 mm 810 mm 1250 mm 650 mm 1680 mm 810 mm ANSWER DOWNLOAD EXAMIANS APP
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 overlap of batten plates with the main members in welded connections should be more than (where t = thickness of the batten plate) 6t 4t 8t 3t 6t 4t 8t 3t ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The allowable tensile stress in structural mild steel plates for steel tank is assumed as 150.0 MPa on gross area 105.5 MPa on gross area 95.0 MPa on net area 105.5 MPa on net area 150.0 MPa on gross area 105.5 MPa on gross area 95.0 MPa on net area 105.5 MPa on net area ANSWER DOWNLOAD EXAMIANS APP
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