Design of Steel Structure The forces acting on the web splice of a plate girder are Axial forces Axial and bending forces Shear and axial forces Shear and bending forces Axial forces Axial and bending forces Shear and axial forces Shear and bending forces ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of(where, t = the web thickness in mm h = the outstand of stiffener in mm) 125 t3/h2 75 t2/h 175 t2/h 125 t2/h 125 t3/h2 75 t2/h 175 t2/h 125 t2/h ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure In the cross-section of a weld, throat is the average dimension maximum dimension None of these minimum dimension average dimension maximum dimension None of these minimum dimension ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure A butt weld is specified by effective throat thickness penetration thickness size of weld plate thickness effective throat thickness penetration thickness size of weld plate thickness ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The relation between intensity of wind pressure p and velocity of wind V is taken as paV2 p a (1/V) pa V paV”2 paV2 p a (1/V) pa V paV”2 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Gantry girders are designed to resist lateral, longitudinal and vertical loads lateral and longitudinal loads longitudinal loads and vertical loads lateral loads lateral, longitudinal and vertical loads lateral and longitudinal loads longitudinal loads and vertical loads lateral loads ANSWER DOWNLOAD EXAMIANS APP
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