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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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
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

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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