An A36 (Fy=248MPa, Fu=400MPA) steel plate with thickness, t=15mm used as a tension member is connected to a gusset plate using 24mm bolts as shown. Given center to center distances: X=91mm, Y=98mm and Z=108mm. Determine the calculated nominal strength in KN of the tension member considering Block Shear Rupture on Path ABCGJIH? Steel Plate 50 50 Pn 50

An A36 (Fy=248MPa, Fu=400MPA) steel plate with thickness, t=15mm used as a tension member is connected to a gusset plate using 24mm bolts as shown. Given center to center distances: X=91mm, Y=98mm and Z=108mm. Determine the calculated nominal strength in KN of the tension member considering Block Shear Rupture on Path ABCGJIH? Steel Plate 50 50 Pn 50

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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