Design of Steel Structure The least dimension in case of a circular column of diameter D is taken as 0.5 D 0.78 D 0.88 D 0.68 D 0.5 D 0.78 D 0.88 D 0.68 D ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Normally, the angle of roof truss with asbestos sheets should not be less than 26/2° 40° 30° 35° 26/2° 40° 30° 35° ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of (where, t = the web thickness in mm h = the outstand of stiffener in mm) 175 t2/h 125 t2/h 125 t2/h 75 t2/h 175 t2/h 125 t2/h 125 t2/h 75 t2/h ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The effect of racking forces is considered in the design ofi) lateral bracesii) chord membersThe correct answer is only (ii) None of these only (i) both (i) and (ii) only (ii) None of these only (i) both (i) and (ii) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The mechanism method of plastic analysis satisfies equilibrium condition only equilibrium and plastic moment conditions mechanism and plastic moment conditions equilibrium and mechanism conditions equilibrium condition only equilibrium and plastic moment conditions mechanism and plastic moment conditions equilibrium and mechanism conditions 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) 85 t 50 t 250 t 200 t 85 t 50 t 250 t 200 t ANSWER DOWNLOAD EXAMIANS APP
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