Design of Steel Structure The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is 250 180 150 350 250 180 150 350 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The elastic strain for steel is about 1/2 of strain at the initiation of strain hardening and about 1/12 of maximum strain 1/12 of strain at the initiation of strain hardening and 1/200 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 1/2 of strain at the initiation of strain hardening and about 1/12 of maximum strain 1/12 of strain at the initiation of strain hardening and 1/200 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 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure As per IS : 875, for the purposes of specifying basic wind velocity, the country has been divided into 5 zones 4 zones 3 zones 6 zones 5 zones 4 zones 3 zones 6 zones 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 t2/h 175 t2/h 125 t2/h 75 t2/h 125 t2/h 175 t2/h 125 t2/h 75 t2/h ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The number of seismic zones in which the country has been divided are 5 8 6 7 5 8 6 7 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Hudson’s formula gives the dead weight of a truss bridge as a function of bottom chord area top chord area heaviest axle load of engine effective span of bridge bottom chord area top chord area heaviest axle load of engine effective span of bridge ANSWER DOWNLOAD EXAMIANS APP
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