Design of Steel Structure The maximum spacing of vertical stiffeners is (where d is the distance between flange angles) 1.5 d 1.75 d 1.25 d 1.33 d 1.5 d 1.75 d 1.25 d 1.33 d ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Bolts are most suitable to carry bending axial tension shear and bending shear bending axial tension shear and bending shear 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 Through type Double deck type Half through type Deck type Through type Double deck type Half through type Deck type ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Pitch of tacking rivets, when double angles connected back to back and acting as tension members should not be more than 1000 mm 300 mm 600 mm 500 mm 1000 mm 300 mm 600 mm 500 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The effect of racking forces is considered in the design of i) lateral braces ii) chord members The correct answer is None of these only (ii) both (i) and (ii) only (i) None of these only (ii) both (i) and (ii) only (i) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The internal pressure coefficient on walls for buildings with large permeability is taken as 0 ± 0.2 ±0.5 ± 0.7 0 ± 0.2 ±0.5 ± 0.7 ANSWER DOWNLOAD EXAMIANS APP
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