Design of Steel Structure The shape factor of an isosceles triangle for bending about the axis parallel to the base is: 1.0 2.01 2.33 2.34 1.0 2.01 2.33 2.34 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The effective length of a fillet weld should not be less than Weld size Six times the weld size Two times the weld size Four times the weld size Weld size Six times the weld size Two times the weld size Four times the weld size ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The range of economical spacing of trusses varies from L/3 to L/2 L/4to2L/5 L/3 to L/5 2L/5 to 3L/5 where L is span L/3 to L/2 L/4to2L/5 L/3 to L/5 2L/5 to 3L/5 where L is span 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 0.67 L 1.5 L 0.8 L L 0.67 L 1.5 L 0.8 L L 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) 75 t2/h 175 t2/h 125 t2/h 125 t2/h 75 t2/h 175 t2/h 125 t2/h 125 t2/h ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Shear buckling of web in a plate girder is prevented by using vertical intermediate stiffener bearing stiffener horizontal stiffener at neutral axis None of these vertical intermediate stiffener bearing stiffener horizontal stiffener at neutral axis None of these ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS