- (A) L/3 to L/5
- (B) L/4to2L/5
- (C) L/3 to L/2
- (D) 2L/5 to 3L/5 where L is span
Civil Engineering Mcqs
- (A) lateral loads
- (B) longitudinal loads and vertical loads
- (C) lateral, longitudinal and vertical loads
- (D) lateral and longitudinal loads
- (A) transfer the load from the top flange to the bottom one
- (B) prevent buckling of web
- (C) decrease the effective depth of web
- (D) prevent excessive deflection
- (A) 0.5 D
- (B) 0.68 D
- (C) 0.88 D
- (D) D
- (A) sway bracing
- (B) portal bracing
- (C) top lateral bracing
- (D) bottom lateral bracing
- (A) 2Vi % of the top panel wind load to bottom bracing
- (B) 10% of the top panel wind load to bottom bracing
- (C) 25% of the top panel wind load to bottom bracing
- (D) 50% of the top panel wind load to bottom bracing
- (A) deck type
- (B) through type
- (C) half through type
- (D) double deck type
- (A) 6t
- (B) 101
- (C) 121
- (D) 161 where t is thickness of thinner plate being connected
- (A) horizontal shear due to wind or earthquake only
- (B) horizontal, shear due to wind or earthquake + 2.5% of column loads
- (C) column loads + 2.5% of horizontal shear due to wind or earthquake
- (D) column loads + full horizontal shear due to wind or earthquake
- (A) angle section
- (B) channel section
- (C) box type section
- (D) any of the above
