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 t2/h 125 t2/h 175 t2/h 75 t2/h 125 t2/h 125 t2/h 175 t2/h 75 t2/h ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure compression force in two end posts The pin of a rocker bearing in a bridge is designed for bearing and shear bearing and bending bearing, shear and bending bending and shear bearing and shear bearing and bending bearing, shear and bending bending and shear ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure To minimize the total cost of a roof truss, the ratio of the cost of truss to the cost of purlins shall be 4 3 2 5 4 3 2 5 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The heaviest I-section for same depth is ISHB ISMB ISLB ISWB ISHB ISMB ISLB ISWB 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 0.65 kN/m2 0.75 kN/m2 1.35 kN/m2 1.50 kN/m2 0.65 kN/m2 0.75 kN/m2 1.35 kN/m2 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Gantry girders are designed to resist lateral loads lateral, longitudinal and vertical loads longitudinal loads and vertical loads lateral and longitudinal loads lateral loads lateral, longitudinal and vertical loads longitudinal loads and vertical loads lateral and longitudinal loads ANSWER DOWNLOAD EXAMIANS APP
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