Determine the design tensile capacity N, of the two connections shown in Figure-2. All plates are...

 

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Determine the design tensile capacity ØN, of the two connections shown in Figure-2. All plates are steel Grade 300 (as per A3678) and UB and UA are Grade 300PLUS. All bolts are M20. Hint: Both connected members and plates must be checked. Bolt M20 20 200UB25.4 140- Cross-section -180 -150x90x16UA 150 mm 10 N* 3 140 180 -80 Cross-section N* 3 <- 60 150 mm -601- 1-30 TIT 30 30 Elevation view 60 60 60 60 200 mm Elevation view Figure-2 -Bolt M20 09 Bolt M20 N" N* <-09-> 200UB25.4 0 0 ✪ 80 0 0 0 Top view <-60- Determine the design tensile capacity ØN, of the two connections shown in Figure-2. All plates are steel Grade 300 (as per A3678) and UB and UA are Grade 300PLUS. All bolts are M20. Hint: Both connected members and plates must be checked. Bolt M20 20 200UB25.4 140- Cross-section -180 -150x90x16UA 150 mm 10 N* 3 140 180 -80 Cross-section N* 3 <- 60 150 mm -601- 1-30 TIT 30 30 Elevation view 60 60 60 60 200 mm Elevation view Figure-2 -Bolt M20 09 Bolt M20 N" N* <-09-> 200UB25.4 0 0 ✪ 80 0 0 0 Top view <-60-