Design of Steel Structure For a standard 45° fillet, the ratio of size of fillet to throat thickness is 1 : V2 2: 1 V2 : 1 1:1 1 : V2 2: 1 V2 : 1 1:1 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure For rivets in tension with counter-sunk heads, the tensile value shall be increased by 33.3 % reduced by 33.3% increased by 25 % reduced by 25 % increased by 33.3 % reduced by 33.3% increased by 25 % reduced by 25 % ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The allowable tensile stress in structural mild steel plates for steel tank is assumed as 95.0 MPa on net area 150.0 MPa on gross area 105.5 MPa on gross area 105.5 MPa on net area 95.0 MPa on net area 150.0 MPa on gross area 105.5 MPa on gross area 105.5 MPa on net area ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure In case of timber structures, the simple bending formula M = fz may be applied for all rectangular beams all square cross-section beams solid circular beams only rectangular beams up to 300 mm depth all rectangular beams all square cross-section beams solid circular beams only rectangular beams up to 300 mm depth 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 both (i) and (ii) only (ii) None of these only (i) both (i) and (ii) only (ii) None of these only (i) 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 horizontal, shear due to wind or earthquake + 2.5% of column loads column loads + 2.5% of horizontal shear due to wind or earthquake horizontal shear due to wind or earthquake only column loads + full horizontal shear due to wind or earthquake horizontal, shear due to wind or earthquake + 2.5% of column loads column loads + 2.5% of horizontal shear due to wind or earthquake ANSWER DOWNLOAD EXAMIANS APP
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