Design of Steel Structure If the loaded length of span in meters of a railway steel bridge carrying a single track is 6 m, then impact factor is taken as between 0.5 and 1.0 0 0.5 1.0 between 0.5 and 1.0 0 0.5 1.0 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The elastic strain for steel is about 1/24 of strain at the initiation of strain hardening and about 1/200 of maximum strain 1/12 of strain at the initiation of strain hardening and about 1/120 of maximum strain 1/12 of strain at the initiation of strain hardening and 1/200 of maximum strain 1/2 of strain at the initiation of strain hardening and about 1/12 of maximum strain 1/24 of strain at the initiation of strain hardening and about 1/200 of maximum strain 1/12 of strain at the initiation of strain hardening and about 1/120 of maximum strain 1/12 of strain at the initiation of strain hardening and 1/200 of maximum strain 1/2 of strain at the initiation of strain hardening and about 1/12 of maximum strain 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 161 mm 160 mm 163 mm 162 mm 161 mm 160 mm 163 mm 162 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure A steel beam supporting loads from the floor slab as well as from wall is termed as header beam stringer beam spandrel beam lintel beam header beam stringer beam spandrel beam lintel beam ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Intermediate vertical stiffeners in a plate girder need be provided if the depth of web exceeds (where t is thickness of web) 50 t 250 t 200 t 85 t 50 t 250 t 200 t 85 t ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Rivets connecting flange angles to cover plates in a plate girder are subjected to Horizontal shear only None of these C. Both (A) and (B) Vertical load only Horizontal shear only None of these C. Both (A) and (B) Vertical load only ANSWER DOWNLOAD EXAMIANS APP