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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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 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

S45 / Dressed Size
Dreed S
in
277 12
12 s LS asas
- 1u5 155.a
15S T
a 175 20L a
a195 214 2
* 215 247.a O
* a5 270. oas
201
25
. 75
413
405
214
25 as
* 1525 225
* 175 25
2202
16
175
20
25 15
7.5 75
.25
219
25
211
* 125
135
I525
1 1725 4ai 140
16
4753
215
15 15
123
10 S RS
174
12
L0n 20.4
* 7.25
14
a t0
25
124
12
175
20
1525
2233
Tabe timt
Available Strength in
Axial Compression, kips
Tabe t
Available Strength in
Axial Compression, kips
was
Weld S
Erode
D ectrode
L
1/16
171
SST
477
S57
742
716
11/16
10.20
75
1/16
12.06
Ft wed Se
Thikneof Mral
Mnimum Wwd
Maamum Wd S
1/16
16
sala SRRE RE
.... -N
RRER E RERRR
n ITITLNIITH
.ne c AR R
..--- .....
...

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