9. Determine the service load capacity assuming the load is 70% live load of the tee connection as shown in Figure 6.28 and details the proper double-bevel-groove weld for the SMAW process. Assume the flange of the tee does not control design. R-3×8 (A36 Steel) 128 kips Problem 164 164 kips Solution E60

Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter7: Simple Connections
Section: Chapter Questions
Problem 7.11.1P
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9. Determine the service load capacity assuming the load is
70% live load of the tee connection as shown in Figure 6.28
and details the proper double-bevel-groove weld for the
SMAW process. Assume the flange of the tee does not
control design.
R-3×8
(A36 Steel)
128 kips
Problem
164 164 kips
Solution
E60
Transcribed Image Text:9. Determine the service load capacity assuming the load is 70% live load of the tee connection as shown in Figure 6.28 and details the proper double-bevel-groove weld for the SMAW process. Assume the flange of the tee does not control design. R-3×8 (A36 Steel) 128 kips Problem 164 164 kips Solution E60
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