Design of Steel Structure The difference between gross diameter and nominal diameter for the rivets up to 25 mm diameter is 1.5 mm 2.5 mm 1.0 mm 2.0 mm 1.5 mm 2.5 mm 1.0 mm 2.0 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure For rivets in tension with counter-sunk heads, the tensile value shall be reduced by 25 % increased by 33.3 % reduced by 33.3% increased by 25 % reduced by 25 % increased by 33.3 % reduced by 33.3% increased by 25 % ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The slenderness ratio of lacing bars should not exceed 145 120 100 180 145 120 100 180 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The forces acting on the web splice of a plate girder are Shear and bending forces Axial and bending forces Axial forces Shear and axial forces Shear and bending forces Axial and bending forces Axial forces Shear and axial forces ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The use of tie plates in laced columns is 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 permitted at start and end of lacing system only not prohibited prohibited ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Lug angles All listed here increases shear lag. are used to reduce the length of connection. are unequal angles. All listed here increases shear lag. are used to reduce the length of connection. are unequal angles. ANSWER DOWNLOAD EXAMIANS APP
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