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 + 2.5% of column loads horizontal shear due to wind or earthquake only column loads + 2.5% of horizontal shear due to wind or earthquake column loads + full 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 + 2.5% of horizontal shear due to wind or earthquake column loads + full horizontal shear due to wind or earthquake ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as 1.50 kN/m2 0.75 kN/m2 1.35 kN/m2 0.65 kN/m2 1.50 kN/m2 0.75 kN/m2 1.35 kN/m2 0.65 kN/m2 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Maximum pitch of rivets, used in steel stacks, is limited to (where t is thickness of thinner plate being connected) 101 121 161 6t 101 121 161 6t ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure In case of timber structures, the simple bending formula M = fz may be applied for all square cross-section beams solid circular beams only all rectangular beams rectangular beams up to 300 mm depth all square cross-section beams solid circular beams only all rectangular beams rectangular beams up to 300 mm depth ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Minimum pitch of the rivets shall not be less than (where d is gross diameter of rivet) 2.5 d 1.5 d 3.0 d 2.0 d 2.5 d 1.5 d 3.0 d 2.0 d ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure In the virtual work method, the virtual quantity is Displacement Slope Load Moment Displacement Slope Load Moment ANSWER DOWNLOAD EXAMIANS APP
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