A PL 3/8 X 6 tension member is welded to a gusset plate as shown. The steel is A36 (Fy= 36ksi, Fu = 58ksi). a. The design strength, Pu based on gross area ɔ. The design strength, Pu based on effective area PL × 6 3/8" 6" Cross Sectional area of PL3/8x6

A PL 3/8 X 6 tension member is welded to a gusset plate as shown. The steel is A36 (Fy= 36ksi, Fu = 58ksi). a. The design strength, Pu based on gross area ɔ. The design strength, Pu based on effective area PL × 6 3/8" 6" Cross Sectional area of PL3/8x6

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter6: Beam–columns

Section: Chapter Questions

Problem 6.8.3P

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Question

A PL 38 X 6 tension member is welded to a gusset plate as shown. The steel is A36 (Fy = 36ksi, Fu = 58ksi).
a. The design strength, Pu based on gross area
b. The design strength, Pu based on effective area
PL × 6
3/8"
6"
Cross Sectional area
of PL3/8x6

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