A. Steel DesignTENSION MEMBERSGiven the connection, determine the following:а) Agb) Anc) Ae, given U = 0.8d) The maximum capacity before failure indeformation (yielding)e) The maximum capacity before failure in10"fracturef) If the member will be subjected to a tensileload of 200 kips, will if fail in yielding?Steel plate, %" thickFy= 36 ksiFracture?Fu= 58 ksi1" diameter bolt

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Answered: Given the connection, determine the…

Engineering

Civil Engineering

Given the connection, determine the following: а) As b) An c) Ae, given U=0.8

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 3.3.3P

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TENSION MEMBERS Given the connection, determine the following: d) The maximum capacity before failure in deformation (yielding) e) The maximum capacity before failure in fracture 10" f) If the member will be subjected to a tensile load of 200 kips, will if fail in yielding? Steel plate, %" thick Fy= 36 ksi Fracture? Fu= 58 ksi 1" diameter bolt
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Tension Member Design Problem 1. A channel shape is under 50 kips dead and 100 kips live tensile axial load as shown in the figure. The member is connected to a gusset plate with 10 inch longitudinal welds. Find the lightest channel shape to carry the loading. Use only vielding and rupture limit states to design. Use 50 ksi steel (Fy=50 ksi, Fu=65 ksi). (a) Assume yielding limit state controls in the design process; (b) After selecting the lightest section, check the rupture limit state. Do not redesing if needed. 1 Pa=50 kips PL=100 kips 10"