1. What is the value of U for the computation of effective net area? 2. At what length in feet, this tension member would cease to satisfy the recommended slenderness limit? The single-angle tension member shown is made up of ASTM A36 with one line of 4-in.diameter bolts in standard holes. The member carries a dead load of 20 kips and a live load of60 kips in tension. Assuming connection limit states do not govern, answer the following questionsusing LRFD:NOTE: You can refer to AISC Steel Construction Manual 13th edition for section propertiesL4x4x¹41½"3 @ 3.00"3/4" Dia bolts instandard holes

Solution: Given: Section: A 36 L 4 x 4 x 1/2 A = 3.75 in2 DL = 20 kips LL = 60 kips d = 3/4 in

Answered: 1. What is the value of U for the…

1. What is the value of U for the computation of effective net area? 2. At what length in feet, this tension member would cease to satisfy the recommended slenderness limit?

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 7.6.4P

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