Problem 1: The single angle L8x8x1/2 steel tension member (TM) (A36, Fy = 36 ksi, Fu = 58 ksi)is welded to the Gusset Plate/Connecting Element (CE). Calculate the governing tension designstrength (Rn) considering limit states (i) Gross Section Yield (GSF) of TM, (ii) Net SectionFracture (NSF) of TM and (iii) Block Shear of CE. USE EQUATIONS NOT DESIGNTABLES.CEGusset Plate: 5/8" PI A572, Grade 655½"TML8X8X1/2oRnHint:(1) Consult section 3.3 (page 50) of canvas posted book "Steel Design 5th ED" by Segui foranalysis and design of tension members with welded connections(2) For Net Section Fracture (NSF) capacity calculation of TM evaluate if case 2, 3 or 4 applies(Table D3.1)(3) Only checking block shear for CE. Block shear calculations for welded connection followsthe same steps as that for bolted connections.

Answered: Image /qna-images/answer/45eadae3-59ee-4cd7-8898-a444b24ae0f1.jpg

Problem 1: The single angle L8x8x1/2 steel tension member (TM) (A36, Fy = 36 ksi, Fu = 58 ksi) is welded to the Gusset Plate/Connecting Element (CE). Calculate the governing tension design strength (R₂) considering limit states (i) Gross Section Yield (GSF) of TM, (ii) Net Section Fracture (NSF) of TM and (iii) Block Shear of CE. USE EQUATIONS NOT DESIGN TABLES. CE Gusset Plate: 5/8" PI A572, Grade 65 TM oRn

Problem 1: The single angle L8x8x1/2 steel tension member (TM) (A36, Fy = 36 ksi, Fu = 58 ksi) is welded to the Gusset Plate/Connecting Element (CE). Calculate the governing tension design strength (R₂) considering limit states (i) Gross Section Yield (GSF) of TM, (ii) Net Section Fracture (NSF) of TM and (iii) Block Shear of CE. USE EQUATIONS NOT DESIGN TABLES. CE Gusset Plate: 5/8" PI A572, Grade 65 TM oRn

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.6.4P

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