Design of Steel Structure Shape factor is a property which depends both on the yield stress and ultimate stress of material only on the ultimate stress of the material only on the geometry of the section only on the yield stress of the material both on the yield stress and ultimate stress of material only on the ultimate stress of the material only on the geometry of the section only on the yield stress of the material ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The least dimension in case of a circular column of diameter D is taken as 0.5 D 0.68 D 0.78 D 0.88 D 0.5 D 0.68 D 0.78 D 0.88 D ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure If the loaded length of span in meters of a railway steel bridge carrying a single track is 6 m, then impact factor is taken as 0 1.0 0.5 between 0.5 and 1.0 0 1.0 0.5 between 0.5 and 1.0 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The sway bracing is designed to transfer 25% of the top panel wind load to bottom bracing 10% of the top panel wind load to bottom bracing 50% of the top panel wind load to bottom bracing 2Vi % of the top panel wind load to bottom bracing 25% of the top panel wind load to bottom bracing 10% of the top panel wind load to bottom bracing 50% of the top panel wind load to bottom bracing 2Vi % of the top panel wind load to bottom bracing ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The effect of racking forces is considered in the design ofi) lateral bracesii) chord membersThe correct answer is only (i) only (ii) None of these both (i) and (ii) only (i) only (ii) None of these both (i) and (ii) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The maximum permissible span of asbestos cement sheets is 810 mm 650 mm 1250 mm 1680 mm 810 mm 650 mm 1250 mm 1680 mm ANSWER DOWNLOAD EXAMIANS APP
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