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"

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

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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