Problem 5: The lap connection shown consists of a PL1/2"X3" plate connected to a ½ in gusset plate with ¼" longitudinal fillet welds as indicated. The plates are A36 steel and the electrodes are E70XX. Calculate the length L (in) of the connection to develop the full capacity of the plate. Hint: The full capacity of the plate will depend on the governing strength of the tension member. Neglect block shear. Use ASD 6" x 1/2" [ P L 1/4 1/4 E70 P - 1³¹x 3" x 1/2"
Problem 5: The lap connection shown consists of a PL1/2"X3" plate connected to a ½ in gusset plate with ¼" longitudinal fillet welds as indicated. The plates are A36 steel and the electrodes are E70XX. Calculate the length L (in) of the connection to develop the full capacity of the plate. Hint: The full capacity of the plate will depend on the governing strength of the tension member. Neglect block shear. Use ASD 6" x 1/2" [ P L 1/4 1/4 E70 P - 1³¹x 3" x 1/2"
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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![Problem 5: The lap connection shown consists of a PL1/2"X3" plate connected to a ½ in gusset plate with
¼" longitudinal fillet welds as indicated. The plates are A36 steel and the electrodes are E70XX. Calculate
the length L (in) of the connection to develop the full capacity of the plate. Hint: The full capacity of the
plate will depend on the governing strength of the tension member. Neglect block shear. Use ASD
6" x 1/2"
P
[
T
L
1/4
1/4
E70
- 13²x
P
3" x 1/2"](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fd95dee86-8886-4a9b-8945-70efb7ea5e08%2Fdea23028-9056-4ea4-bcc9-5566a07211c9%2Fmloqw8l_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Problem 5: The lap connection shown consists of a PL1/2"X3" plate connected to a ½ in gusset plate with
¼" longitudinal fillet welds as indicated. The plates are A36 steel and the electrodes are E70XX. Calculate
the length L (in) of the connection to develop the full capacity of the plate. Hint: The full capacity of the
plate will depend on the governing strength of the tension member. Neglect block shear. Use ASD
6" x 1/2"
P
[
T
L
1/4
1/4
E70
- 13²x
P
3" x 1/2"
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