Design of Steel Structure The heaviest I-section for same depth is ISWB ISLB ISMB ISHB ISWB ISLB ISMB ISHB ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Shape factor is a property which depends 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 only on the geometry of the section ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Study the following statements.i) Top lateral bracing prevents the sidesway buckling of the chord.ii) Sway bracing keeps the rectangular shape of the bridge cross-section.iii) Sway bracing transfers the load from top of end posts to bearings.The correct answer is only (i) all (i), (ii) and (iii) both (i) and (iii) both (i) and (ii) only (i) all (i), (ii) and (iii) both (i) and (iii) both (i) and (ii) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure If the thickness of plate to be connected by a rivet is 16 mm, then suitable size of rivet as per Unwin’s formula will be 24 mm 27 mm 20 mm 16 mm 24 mm 27 mm 20 mm 16 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Battening is preferable when thei) column carries axial load onlyii) space between the two main components is not very largeiii) column is eccentrically loaded The correct answer is (i) and (ii) (ii) and (iii) only (i) only (iii) (i) and (ii) (ii) and (iii) only (i) only (iii) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Horizontal stiffener in a plate girder is provided to safeguard against shear buckling of web plate compression buckling of web plate All of these yielding shear buckling of web plate compression buckling of web plate All of these yielding ANSWER DOWNLOAD EXAMIANS APP
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