Design of Steel Structure The range of economical spacing of trusses varies from L/3 to L/2 2L/5 to 3L/5 where L is span L/4to2L/5 L/3 to L/5 L/3 to L/2 2L/5 to 3L/5 where L is span L/4to2L/5 L/3 to L/5 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure In case of timber structures, the form factor for solid circular cross-section is taken as 1.81 1.67 1.414 1.18 1.81 1.67 1.414 1.18 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Pitch of tacking rivets, when double angles connected back to back and acting as tension members should not be more than 300 mm 600 mm 1000 mm 500 mm 300 mm 600 mm 1000 mm 500 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Normally, the angle of roof truss with asbestos sheets should not be less than 30° 26/2° 40° 35° 30° 26/2° 40° 35° ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure A circular column section is generally not used in actual practice because it is difficult to connect beams to the round sections it is uneconomical All of these it cannot carry the load safely it is difficult to connect beams to the round sections it is uneconomical All of these it cannot carry the load safely ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The web crippling due to excessive bearing stress can be avoided by increasing the length of the bearing plates providing suitable stiffeners increasing the web thickness None of these increasing the length of the bearing plates providing suitable stiffeners increasing the web thickness None of these ANSWER DOWNLOAD EXAMIANS APP
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