Design of Steel Structure Pitch of tacking rivets, when double angles connected back to back and acting as tension members should not be more than 500 mm 300 mm 600 mm 1000 mm 500 mm 300 mm 600 mm 1000 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The shape factor of an isosceles triangle for bending about the axis parallel to the base is: 2.01 1.0 2.34 2.33 2.01 1.0 2.34 2.33 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The internal pressure coefficient on walls for buildings with large permeability is taken as ± 0.2 0 ±0.5 ± 0.7 ± 0.2 0 ±0.5 ± 0.7 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure In case of timber structures, the simple bending formula M = fz may be applied for 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 all square cross-section beams solid circular beams only all rectangular beams ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The allowable shear stress in the web of mild steel beams decreases with (where ‘h’ is height and t is thickness) increase in height decrease in thickness decrease in h/t ratio increase in h/t ratio increase in height decrease in thickness decrease in h/t ratio increase in h/t ratio ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The bracing between two columns of a steel tank will be designed to resist 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 horizontal shear due to wind or earthquake only column loads + full horizontal shear due to wind or earthquake ANSWER DOWNLOAD EXAMIANS APP
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