Design of Steel Structure The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as 1.35 kN/m2 0.65 kN/m2 1.50 kN/m2 0.75 kN/m2 1.35 kN/m2 0.65 kN/m2 1.50 kN/m2 0.75 kN/m2 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure A steel beam supporting loads from the floor slab as well as from wall is termed as header beam lintel beam stringer beam spandrel beam header beam lintel beam stringer beam spandrel beam ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The mechanism method of plastic analysis satisfies equilibrium condition only equilibrium and plastic moment conditions mechanism and plastic moment conditions equilibrium and mechanism conditions equilibrium condition only equilibrium and plastic moment conditions mechanism and plastic moment conditions equilibrium and mechanism conditions ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The mechanism method and the statical method give upper and lower bounds respectively on the strength of structure lower and upper bounds respectively on the strength of structure upper bound on the strength of structure lower bound on the strength of structure upper and lower bounds respectively on the strength of structure lower and upper bounds respectively on the strength of structure upper bound on the strength of structure lower bound on the strength of structure ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure According to IS Specifications, the maximum pitch of rivets in compression is (where t is thickness of thinnest outside plate or angle) lesser of 300 mm and 32 t lesser of 200 mm and 12 t lesser of 200 mm and 161 lesser of 3 00 mm and 24 t lesser of 300 mm and 32 t lesser of 200 mm and 12 t lesser of 200 mm and 161 lesser of 3 00 mm and 24 t ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure A butt weld is specified by plate thickness penetration thickness size of weld effective throat thickness plate thickness penetration thickness size of weld effective throat thickness ANSWER DOWNLOAD EXAMIANS APP
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