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
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![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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fc26f5ffe-0dd4-4c02-ad23-c3405921f47b%2F91ff2e56-e1a3-4352-96d9-9f99e596b66b%2Ftyf707m_processed.jpeg&w=3840&q=75)
Transcribed Image Text: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
..--- .....
...](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fc26f5ffe-0dd4-4c02-ad23-c3405921f47b%2F91ff2e56-e1a3-4352-96d9-9f99e596b66b%2F5ytgyho_processed.jpeg&w=3840&q=75)
Transcribed Image Text: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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