Design of Steel Structure As per IS : 800, for compression flange, the outstand of flange plates should not exceed (where t = thickness of thinnest flange plate) 161 164 163 162 161 164 163 162 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 horizontal, shear due to wind or earthquake + 2.5% of column loads 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 only horizontal, shear due to wind or earthquake + 2.5% of column loads 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 Maximum pitch of rivets, used in steel stacks, is limited to (where t is thickness of thinner plate being connected) 101 161 6t 121 101 161 6t 121 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure If the thickness of thinnest outside plate is 10 mm, then the maximum pitch of rivets in tension will be taken as 163 mm 162 mm 160 mm 161 mm 163 mm 162 mm 160 mm 161 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The risk coefficient k, depends on None of these both (a) and (b) basic wind speed mean probable design life of structures None of these both (a) and (b) basic wind speed mean probable design life of structures ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The minimum thickness of a steel plate, which is directly exposed to weather and is not accessible for cleaning and repainting, should be: 8 mm 6 mm 10 mm 4.5 mm 8 mm 6 mm 10 mm 4.5 mm ANSWER DOWNLOAD EXAMIANS APP
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