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

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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 (Rn) 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
5½"
TM
L8X8X1/2
oRn
Hint:
(1) Consult section 3.3 (page 50) of canvas posted book "Steel Design 5th ED" by Segui for
analysis 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 follows
the same steps as that for bolted connections.
Transcribed Image Text: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 (Rn) 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 5½" TM L8X8X1/2 oRn Hint: (1) Consult section 3.3 (page 50) of canvas posted book "Steel Design 5th ED" by Segui for analysis 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 follows the same steps as that for bolted connections.
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