Problem 3. An un-equal leg angle L8x4x½ made of ASTM A242 steel (Fy = 50 ksi, Fu = 70 ksi) is used as a tension member and connected to a gusset plate as shown in Figure 2 (a to d). wwwwww ON TUINTY AMMALLACCALA Plam- "m 11 3 + Gusset Rate 3 (c) Longitudinal and transverse welds 0 18x4x2 -Gusset Plate Steel Type: A242 18x4x2 bolts: 3/4 dia. Steel Type: A242 T 8 (d) Bolted connection (d) Calculate factored fracture strength of the tension member in Figure 2(c). (e) Calculate factored fracture strength of the tension member in Figure 2(d). (f) What is the maximum permissible length for this tension member?

Problem 3. An un-equal leg angle L8x4x½ made of ASTM A242 steel (Fy = 50 ksi, Fu = 70 ksi) is used as a tension member and connected to a gusset plate as shown in Figure 2 (a to d). wwwwww ON TUINTY AMMALLACCALA Plam- "m 11 3 + Gusset Rate 3 (c) Longitudinal and transverse welds 0 18x4x2 -Gusset Plate Steel Type: A242 18x4x2 bolts: 3/4 dia. Steel Type: A242 T 8 (d) Bolted connection (d) Calculate factored fracture strength of the tension member in Figure 2(c). (e) Calculate factored fracture strength of the tension member in Figure 2(d). (f) What is the maximum permissible length for this tension member?

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 3.6.5P

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