Design of Steel Structure Shape factor is a property which depends only on the geometry of the section only on the ultimate stress of the material only on the yield stress of the material both on the yield stress and ultimate stress of material only on the geometry of the section only on the ultimate stress of the material only on the yield stress of the material both on the yield stress and ultimate stress of material ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Angle of inclination of the lacing bar with the longitudinal axis of the column should preferably be between 90° 10° to 30° 30° to 40° 40° to 70° 90° 10° to 30° 30° to 40° 40° to 70° 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 60mm 100mm 40mm 80mm 60mm 100mm 40mm 80mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The mechanism method and the statical method give lower bound on the strength of structure upper and lower bounds respectively on the strength of structure upper bound on the strength of structure lower and upper bounds respectively on the strength of structure lower bound on the strength of structure upper and lower bounds respectively on the strength of structure upper bound on the strength of structure lower and upper bounds respectively on the strength of structure ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure If the floor is supported at or near the bottom but top chords of a bridge is not braced, then the bridge is called Double deck type Through type Deck type Half through type Double deck type Through type Deck type Half through type 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
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