Design of Steel Structure The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is 350 250 150 180 350 250 150 180 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The internal pressure coefficient on walls for buildings with large permeability is taken as ± 0.7 ±0.5 ± 0.2 0 ± 0.7 ±0.5 ± 0.2 0 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The allowable tensile stress in structural mild steel plates for steel tank is assumed as 95.0 MPa on net area 105.5 MPa on gross area 105.5 MPa on net area 150.0 MPa on gross area 95.0 MPa on net area 105.5 MPa on gross area 105.5 MPa on net area 150.0 MPa on gross area ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure According to IS Specifications, the effective length of a column effectively held in position at both ends and restrained in direction at one end is taken as 0.8 L L 0.67 L 1.5 L 0.8 L L 0.67 L 1.5 L ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The use of tie plates in laced columns is not prohibited prohibited permitted between two parts of the lacing permitted at start and end of lacing system only not prohibited prohibited permitted between two parts of the lacing permitted at start and end of lacing system only ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure If the floor is supported at or near the bottom but top chords of a bridge is not braced, then the bridge is called Double deck type Half through type Deck type Through type Double deck type Half through type Deck type Through type ANSWER DOWNLOAD EXAMIANS APP
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