S₁ = 60mm; S₂ = 100mm; S3 = 60mm; S4 = 120mm Thickness of plates (top and bottom): t₁ = 12 mm Thickness of plates (middle): t₂ = 16 mm Steel strength and stresses are: Yield strength, Fy = 250 MPa = 400 MPa Ultimate strength, Fu Allowable tensile stress on the gross area= 0.6Fy Allowable tensile stress on the net area= 0.5Fu Bearing stress on projected area, Fp= 1.5Fu Allowable bolt shear stress, Fv=130 MPa S3 S4 06 T T $1 S2 $1 a) Calculate the allowable tensile load, T (KN) based on tension on the gross area of the plate. b) Calculate the allowable tensile load, T (KN) based on tension on the net area of the plate. Assume the hole diameter is 3 mm more than the bolt diameter. c) Calculate the allowable tensile load, T (KN) based on bolt shear. d) Calculate the allowable tensile load, T (KN) based on tension on the bearing on the projected area of the plate.

S₁ = 60mm; S₂ = 100mm; S3 = 60mm; S4 = 120mm Thickness of plates (top and bottom): t₁ = 12 mm Thickness of plates (middle): t₂ = 16 mm Steel strength and stresses are: Yield strength, Fy = 250 MPa = 400 MPa Ultimate strength, Fu Allowable tensile stress on the gross area= 0.6Fy Allowable tensile stress on the net area= 0.5Fu Bearing stress on projected area, Fp= 1.5Fu Allowable bolt shear stress, Fv=130 MPa S3 S4 06 T T $1 S2 $1 a) Calculate the allowable tensile load, T (KN) based on tension on the gross area of the plate. b) Calculate the allowable tensile load, T (KN) based on tension on the net area of the plate. Assume the hole diameter is 3 mm more than the bolt diameter. c) Calculate the allowable tensile load, T (KN) based on bolt shear. d) Calculate the allowable tensile load, T (KN) based on tension on the bearing on the projected area of the plate.

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 5.6.3P

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