Design of Steel Structure Bending compressive and tensile stresses respectively are calculated based on gross area and net area gross area in both cases net area and gross area net area in both cases gross area and net area gross area in both cases net area and gross area net area in both cases ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Shear buckling of web in a plate girder is prevented by using bearing stiffener None of these vertical intermediate stiffener horizontal stiffener at neutral axis bearing stiffener None of these vertical intermediate stiffener horizontal stiffener at neutral axis ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Shape factor is a property which depends only on the ultimate stress of the material both on the yield stress and ultimate stress of material only on the geometry of the section only on the yield stress of the material only on the ultimate stress of the material both on the yield stress and ultimate stress of material only on the geometry of the section only on the yield stress of the material ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Lug angles are unequal angles. All listed here are used to reduce the length of connection. increases shear lag. are unequal angles. All listed here are used to reduce the length of connection. increases shear lag. 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) 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 As compared to field rivets, the shop rivets are weaker equally strong Any of these stronger weaker equally strong Any of these stronger ANSWER DOWNLOAD EXAMIANS APP
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