Design of Steel Structure The heaviest I-section for same depth is ISHB ISLB ISWB ISMB ISHB ISLB ISWB ISMB ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Intermediate vertical stiffeners in a plate girder need be provided if the depth of web exceeds (where t is thickness of web) 50 t 200 t 85 t 250 t 50 t 200 t 85 t 250 t ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The statical method of plastic analysis satisfies equilibrium condition only mechanism and plastic moment conditions equilibrium and plastic moment conditions equilibrium and mechanism conditions equilibrium condition only mechanism and plastic moment conditions equilibrium and plastic moment conditions equilibrium and mechanism conditions ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Battening is preferable when the i) column carries axial load only ii) space between the two main components is not very large iii) column is eccentrically loaded The correct answer is only (i) only (iii) (i) and (ii) (ii) and (iii) only (i) only (iii) (i) and (ii) (ii) and (iii) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The basic wind speed is specified at a height ‘h’ above mean ground level in an open terrain. The value of ’h’ is 10 m 20 m 40 m 30 m 10 m 20 m 40 m 30 m ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Shear buckling of web in a plate girder is prevented by using bearing stiffener vertical intermediate stiffener horizontal stiffener at neutral axis None of these bearing stiffener vertical intermediate stiffener horizontal stiffener at neutral axis None of these ANSWER DOWNLOAD EXAMIANS APP
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