Q20 The moment connection shown generates a maximum tensile or compressive load of 222.8 kips at each flange plate connection with the W14x145 column. Determine if stiffeners are needed by checking the applicable concentrated force strengths. The column is A992 steel and the connection occurs at the middle of the 20ft tall column. Use LRFD. -PL /16 × 9 W14 × 145 W24 x 76 PL "/16 X 9 c) Failure by web local crippling a) Failure by flange local bending b) Failure by web local yielding d) Column is OK without stiffeners

Q20 The moment connection shown generates a maximum tensile or compressive load of 222.8 kips at each flange plate connection with the W14x145 column. Determine if stiffeners are needed by checking the applicable concentrated force strengths. The column is A992 steel and the connection occurs at the middle of the 20ft tall column. Use LRFD. -PL /16 × 9 W14 × 145 W24 x 76 PL "/16 X 9 c) Failure by web local crippling a) Failure by flange local bending b) Failure by web local yielding d) Column is OK without stiffeners

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter4: Compression Members

Section: Chapter Questions

Problem 4.6.2P

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