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) 75 t2/h 125 t2/h 125 t3/h2 175 t2/h 75 t2/h 125 t2/h 125 t3/h2 175 t2/h 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 80mm 100mm 40mm 60mm 80mm 100mm 40mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The mechanism method of plastic analysis satisfies equilibrium condition only equilibrium and mechanism conditions mechanism and plastic moment conditions equilibrium and plastic moment conditions equilibrium condition only equilibrium and mechanism conditions mechanism and plastic moment conditions equilibrium and plastic moment conditions ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as 0.75 kN/m2 0.65 kN/m2 1.35 kN/m2 1.50 kN/m2 0.75 kN/m2 0.65 kN/m2 1.35 kN/m2 1.50 kN/m2 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Rivets connecting flange angles to cover plates in a plate girder are subjected to Horizontal shear only None of these Vertical load only C. Both (A) and (B) Horizontal shear only None of these Vertical load only C. Both (A) and (B) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Shape factor is a property which depends only on the yield stress of the material only on the geometry of the section both on the yield stress and ultimate stress of material only on the ultimate stress of the material only on the yield stress of the material only on the geometry of the section both on the yield stress and ultimate stress of material only on the ultimate stress of the material ANSWER DOWNLOAD EXAMIANS APP
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