can you help me out with this question? i'm confused on how to complete it thanks 8. Design the length of weld (L) in the connection below to develop the fulltensile capacity of the plate. Use E70 electrodes and 1/4" side fillet welds. Thematerial is ASTM A36 Steel and the allowable axial tensile stress is 22,000 psi.(show all your work)"L"PL 1/2"PL 3/8" x 6"P S45 / Dressed SizeDreed Sin277 1212 s LS asas- 1u5 155.a15S Ta 175 20L aa195 214 2* 215 247.a O* a5 270. oas20125. 7541340521425 as* 1525 225* 175 252202161752025 157.5 75.2521925211* 125135I5251 1725 4ai 14016475321515 1512310 S RS17412L0n 20.4* 7.2514a t025124121752015252233Tabe timtAvailable Strength inAxial Compression, kipsTabe tAvailable Strength inAxial Compression, kipswasWeld SErodeD ectrodeL1/16171SST477S5774271611/1610.20751/1612.06Ft wed SeThikneof MralMnimum WwdMaamum Wd S1/1616sala SRRE RE.... -NRRER E RERRRn ITITLNIITH.ne c AR R..--- ........

Electrode = E70, Welse side = 1/4" ASTM 36 allowable tensile stress = 22000 PSI Lenght of the weld…

Design the length of weld (L) in the connection below to develop the full tensile capacity of the plate. Use E70 electrodes and 1/4" side fillet welds. The material is ASTM A36 Steel and the allowable axial tensile stress is 22,000 psi. (show all your work) "L" PL 1/2" PL 3/8" x 6" P

Design the length of weld (L) in the connection below to develop the full tensile capacity of the plate. Use E70 electrodes and 1/4" side fillet welds. The material is ASTM A36 Steel and the allowable axial tensile stress is 22,000 psi. (show all your work) "L" PL 1/2" PL 3/8" x 6" P

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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