In the connection shown, 1/4-in. side and end fillet welds are used to connect the 3-in.-by-1 in. tension member to the plate. The applied load is 60,000 lb. Find the required dimension L. The steel...


In the connection shown, 1/4-in. side and end fillet welds are used to connect the 3-in.-by-1 in. tension member to the<br>plate. The applied load is 60,000 lb. Find the required dimension L. The steel is ASTM A36 and the electrode used is an<br>E70.<br>- Fillet welds<br>L<br>3

Extracted text: In the connection shown, 1/4-in. side and end fillet welds are used to connect the 3-in.-by-1 in. tension member to the plate. The applied load is 60,000 lb. Find the required dimension L. The steel is ASTM A36 and the electrode used is an E70. - Fillet welds L 3" Activate Windows Go to Settings to activate Wir TABLE 19.2 Allowable stresses in ksi (MPa) 12: 12/1 DELL end F12 insert prt sc F10 home F11 F6 F8 F9 F3
TABLE 19.2 Allowable stresses in ksi (MPa)<br>Allowable<br>Tensile Stress<br>Allowable<br>Bearing Stress<br>(Gross)<br>(Net<br>Structural Steels<br>Fy<br>Fp = (1.5)F,<br>f= (0.60)F,<br>F = (0.50)F,<br>%3D<br>A36 carbon<br>58 (400)<br>87 (600)<br>36 (250)<br>21.6 (150)<br>29 (200)<br>97.5 (672)<br>32.5 (224)<br>A992 high-strength<br>low-alloy<br>65 (448)<br>50 (345)<br>30 (207)<br>Note: U.S. Customary System values are from the AISC Specification. SI values are converted fromU.S. Customary System values<br>aMinimum values.<br>

Extracted text: TABLE 19.2 Allowable stresses in ksi (MPa) Allowable Tensile Stress Allowable Bearing Stress (Gross) (Net Structural Steels Fy Fp = (1.5)F, f= (0.60)F, F = (0.50)F, %3D A36 carbon 58 (400) 87 (600) 36 (250) 21.6 (150) 29 (200) 97.5 (672) 32.5 (224) A992 high-strength low-alloy 65 (448) 50 (345) 30 (207) Note: U.S. Customary System values are from the AISC Specification. SI values are converted fromU.S. Customary System values aMinimum values.

Jun 11, 2022
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