Determine if the fillet welds will be sufficient for the design load P for the welded connection as shown in Figure 2. A

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Determine If The Fillet Welds Will Be Sufficient For The Design Load P For The Welded Connection As Shown In Figure 2 A 1 (25.64 KiB) Viewed 47 times

Determine if the fillet welds will be sufficient for the design load P for the welded connection as shown in Figure 2. All dimensions are in millimetres. Use steel grade S355JR, and 6mm fillet welds (E70XX). I, 506) Note: • Use the web welds to resist shear forces. 100 120 SECTION NTS 75 75 150 305x165x40 | Figure 2 PULS=150 KN 200 20mm PLATE SIDE ELEVATION NTS