- Steel Table 2 1 Mechanical Properties For Steel To Sans 50025 2 Yield Stress F Minimum Charpy V Notch Impact Test For 1 (134.02 KiB) Viewed 27 times
- Steel Table 2 1 Mechanical Properties For Steel To Sans 50025 2 Yield Stress F Minimum Charpy V Notch Impact Test For 2 (134.02 KiB) Viewed 27 times
- Steel Table 2 1 Mechanical Properties For Steel To Sans 50025 2 Yield Stress F Minimum Charpy V Notch Impact Test For 3 (261.93 KiB) Viewed 27 times
Steel Table 2.1 MECHANICAL PROPERTIES FOR STEEL TO SANS 50025-2 Yield stress f, (minimum) Charpy V notch impact test for thickness (mm) Ultimate tensile Grade Test Minimum average strength 3<ts 16 16</s40 40ets 63 63 <ts80 80-ts100 temperature energy absorbed MPa mm mm mm mm mm C J S235JR 360 to 510 235 225 215 215 215 20 27 (only if specified) S235J0 360 to 510 235 225 215 215 215 0 27 S235J2 360 to 510 235 225 215 215 215 -20 27 S275JR 410 to 560 275 265 255 245 235 20 27 (only if specified) S275J0 410 to 560 275 265 255 245 235 0 27 $275J2 410 to 560 275 265 255 245 235 -20 27 S355JR 470 to 630 355 345 335 325 315 20 27 (only if specified) S355J0 470 to 630 355 345 335 325 315 0 27 S355J2 470 to 630 355 345 335 325 315 -20 27 Notes: 1. Consult standards for thicknesses bigger than 100 mm. 2. Minimum elongation in tensile test in order of 20% - see standards. 3. Charpy tests on S235JR, S275JR or S355JR only required if specified.
Question 1 A 150 x 75 x 12 angle shown in Figure 1 is connected to a gusset plate using a E70XX 10mm weld. Using S355JR steel do the following. 1.1 Calculate the design tensile resistance of the angle. (15) 1.2 If the transverse weld is removed calculate the tensile resistance that will govem the design. (5) Note: Check all possible fallure modes 145 mm 150 mm 260 mm