Design of Steel Structure A circular column section is generally not used in actual practice because All of these it is difficult to connect beams to the round sections it is uneconomical it cannot carry the load safely All of these it is difficult to connect beams to the round sections it is uneconomical it cannot carry the load safely ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Steel tanks are mainly designed for water pressure wind pressure earthquake forces weight of tank water pressure wind pressure earthquake forces weight of tank ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The maximum spacing of vertical stiffeners is (where d is the distance between flange angles) 1.25 d 1.5 d 1.33 d 1.75 d 1.25 d 1.5 d 1.33 d 1.75 d ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure For the buildings having a low permeability, the internal wind pressure acting normal to the wall and roof surfaces is taken as (where p is basic wind pressure) ± 0.5 p ±0.2p ±0.7p zero ± 0.5 p ±0.2p ±0.7p zero ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure For a standard 45° fillet, the ratio of size of fillet to throat thickness is 1:1 2: 1 1 : V2 V2 : 1 1:1 2: 1 1 : V2 V2 : 1 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 effective span of bridge heaviest axle load of engine top chord area bottom chord area effective span of bridge heaviest axle load of engine top chord area ANSWER DOWNLOAD EXAMIANS APP
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