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 Shape factor is a property which depends only on the geometry of the section both on the yield stress and ultimate stress of material only on the yield stress of the material only on the ultimate stress of the material only on the geometry of the section both on the yield stress and ultimate stress of material only on the yield stress of the material only on the ultimate stress of the material ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The use of tie plates in laced columns is permitted at start and end of lacing system only not prohibited permitted between two parts of the lacing prohibited permitted at start and end of lacing system only not prohibited permitted between two parts of the lacing prohibited ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The difference between gross diameter and nominal diameter for the rivets up to 25 mm diameter is 2.5 mm 1.5 mm 2.0 mm 1.0 mm 2.5 mm 1.5 mm 2.0 mm 1.0 mm 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 1000 mm 600 mm 300 mm 500 mm 1000 mm 600 mm 300 mm 500 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The relation between intensity of wind pressure p and velocity of wind V is taken as pa V p a (1/V) paV2 paV”2 pa V p a (1/V) paV2 paV”2 ANSWER DOWNLOAD EXAMIANS APP
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