Design of Steel Structure The shape factor of an isosceles triangle for bending about the axis parallel to the base is: 2.01 2.34 1.0 2.33 2.01 2.34 1.0 2.33 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The heaviest I-section for same depth is ISMB ISLB ISHB ISWB ISMB ISLB ISHB ISWB ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Economical depth of a plate girder corresponds to minimum depth minimum thickness of web minimum weight maximum weight minimum depth minimum thickness of web minimum weight maximum weight 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° 40° to 70° 30° to 40° 10° to 30° 90° 40° to 70° 30° to 40° 10° to 30° ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Bearing stiffeners are provided ati) the supportsii) the mid spaniii) the point of application of concentrated loadsThe correct answer is both (i) and (iii) (i), (ii) and (iii) both (i) and (ii) only (i) both (i) and (iii) (i), (ii) and (iii) both (i) and (ii) only (i) 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 only column loads + full horizontal shear due to wind or earthquake horizontal, shear due to wind or earthquake + 2.5% of column loads column loads + 2.5% of horizontal shear due to wind or earthquake horizontal shear due to wind or earthquake only 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
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