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) 250 t 85 t 50 t 200 t 250 t 85 t 50 t 200 t ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure When the bolts are subjected to reversal of stresses, the most suitable type of bolt is ordinary unfinished bolt black bolt high strength bolt turned and fitted bolt ordinary unfinished bolt black bolt high strength bolt turned and fitted bolt 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 The statical method of plastic analysis satisfies equilibrium and plastic moment conditions equilibrium and mechanism conditions mechanism and plastic moment conditions equilibrium condition only equilibrium and plastic moment conditions equilibrium and mechanism conditions mechanism and plastic moment conditions equilibrium condition only ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The web crippling due to excessive bearing stress can be avoided by increasing the web thickness None of these providing suitable stiffeners increasing the length of the bearing plates increasing the web thickness None of these providing suitable stiffeners increasing the length of the bearing plates ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Economical depth of a plate girder corresponds to minimum depth minimum weight minimum thickness of web maximum weight minimum depth minimum weight minimum thickness of web maximum weight ANSWER DOWNLOAD EXAMIANS APP
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