Design of Steel Structure The statical method of plastic analysis satisfies equilibrium condition only equilibrium and mechanism conditions equilibrium and plastic moment conditions mechanism and plastic moment conditions equilibrium condition only equilibrium and mechanism conditions equilibrium and plastic moment conditions mechanism and plastic moment conditions ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The bracing between two columns of a steel tank will be designed to resist column loads + 2.5% of horizontal shear due to wind or earthquake horizontal, shear due to wind or earthquake + 2.5% of column loads column loads + full horizontal shear due to wind or earthquake horizontal shear due to wind or earthquake only column loads + 2.5% of horizontal shear due to wind or earthquake horizontal, shear due to wind or earthquake + 2.5% of column loads column loads + full horizontal shear due to wind or earthquake horizontal shear due to wind or earthquake only ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Study the following statements.i) Top lateral bracing prevents the sidesway buckling of the chord.ii) Sway bracing keeps the rectangular shape of the bridge cross-section.iii) Sway bracing transfers the load from top of end posts to bearings.The correct answer is all (i), (ii) and (iii) only (i) both (i) and (iii) both (i) and (ii) all (i), (ii) and (iii) only (i) both (i) and (iii) both (i) and (ii) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The best arrangement to provide unified behaviour in built up steel columns is by lacing tie plates battening perforated cover plates lacing tie plates battening perforated cover plates ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Minimum spacing of vertical stiffeners is limited to (where d is the distance between flange angles) d/2 d/4 d/3 2d/3 d/2 d/4 d/3 2d/3 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The heaviest I-section for same depth is ISHB ISMB ISWB ISLB ISHB ISMB ISWB ISLB ANSWER DOWNLOAD EXAMIANS APP
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