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" P
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" P
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter3: Tension Members
Section: Chapter Questions
Problem 3.3.6P
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![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
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TABLE 19.2 Allowable stresses in ksi (MPa)
12:
12/1
DELL
end
F12
insert
prt sc
F10
home
F11
F6
F8
F9
F3](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F313a8bb6-7a29-44d5-a507-f63e716b3388%2F4924ee7e-9736-459c-bda6-cac8c2b1ba60%2Fd80ji9i_processed.jpeg&w=3840&q=75)
Transcribed Image 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)
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.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F313a8bb6-7a29-44d5-a507-f63e716b3388%2F4924ee7e-9736-459c-bda6-cac8c2b1ba60%2Fl9c9kqv_processed.jpeg&w=3840&q=75)
Transcribed Image 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.
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