Design of Steel Structure The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of(where, t = the web thickness in mm h = the outstand of stiffener in mm) 125 t3/h2 175 t2/h 125 t2/h 75 t2/h 125 t3/h2 175 t2/h 125 t2/h 75 t2/h ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Intermediate vertical stiffeners in a plate girder need be provided if the depth of web exceeds (where t is thickness of web) 200 t 85 t 50 t 250 t 200 t 85 t 50 t 250 t ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of (where, t = the web thickness in mm h = the outstand of stiffener in mm) 125 t2/h 125 t2/h 175 t2/h 75 t2/h 125 t2/h 125 t2/h 175 t2/h 75 t2/h ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Battening is preferable when the i) column carries axial load only ii) space between the two main components is not very large iii) column is eccentrically loaded The correct answer is (ii) and (iii) only (i) only (iii) (i) and (ii) (ii) and (iii) only (i) only (iii) (i) and (ii) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Rivets connecting flange angles to cover plates in a plate girder are subjected to Vertical load only None of these Horizontal shear only C. Both (A) and (B) Vertical load only None of these Horizontal shear only C. Both (A) and (B) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Shear buckling of web in a plate girder is prevented by using None of these horizontal stiffener at neutral axis bearing stiffener vertical intermediate stiffener None of these horizontal stiffener at neutral axis bearing stiffener vertical intermediate stiffener ANSWER DOWNLOAD EXAMIANS APP
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