Design of Steel Structure Load factor is sometimes greater than factor of safety always equal to factor of safety always less than factor of safety always greater than factor of safety sometimes greater than factor of safety always equal to factor of safety always less than factor of safety always greater than factor of safety ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Area of openings for buildings of large permeability is more than 10% of wall area 30% of wall area 50% of wall area 20% of wall area 10% of wall area 30% of wall area 50% of wall area 20% of wall area ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure According to IS:800, in the Merchant Rankine formula the value of imperfection index (n) is 1 1.4 1.8 2 1 1.4 1.8 2 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The bracing between two columns of a steel tank will be designed to resist horizontal shear due to wind or earthquake only column loads + full horizontal shear due to wind or earthquake column loads + 2.5% of horizontal shear due to wind or earthquake horizontal, shear due to wind or earthquake + 2.5% of column loads horizontal shear due to wind or earthquake only column loads + full horizontal shear due to wind or earthquake column loads + 2.5% of horizontal shear due to wind or earthquake horizontal, shear due to wind or earthquake + 2.5% of column loads ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Lug angles increases shear lag. 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. ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The allowable tensile stress in structural mild steel plates for steel tank is assumed as 105.5 MPa on gross area 150.0 MPa on gross area 105.5 MPa on net area 95.0 MPa on net area 105.5 MPa on gross area 150.0 MPa on gross area 105.5 MPa on net area 95.0 MPa on net area ANSWER DOWNLOAD EXAMIANS APP
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