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Refer to figure. The butt connection shows 8-22 mm diameter A325 bolts spaced as follows: S1 = 40 mm; S2 = 80 mm, S3 50 mm; Sa 100 mm Thickness of piates: t = 16 mm; t2 = 12 mm, Steel strength and stresses are: Yield strength, Fy 248 MPa Ultimate strength, Fu = 400 MPa Allowable tensile stress on the gross area = 148 MPa Allowable tensile stress on the net area = Bearing stress on projected area, Fp 600 MPa Allowable bolt shear stres, Fv 120 MPa %3D 200 MPa %3D 5453 $3 $4 40 s: 53 中中 40 s1 -Calculate the allowable tensile load, T (KN) based on tension on the gross area of the plate. -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. -Calculate the allowable tensile load, T (kN) based on bearing on the projected area on plate. -Calculate the allowable tensile load, T (kN) based on bolt shear. 中

Refer to figure. The butt connection shows 8-22 mm diameter A325 bolts spaced as follows: S1 = 40 mm; S2 = 80 mm, S3 50 mm; Sa 100 mm Thickness of piates: t = 16 mm; t2 = 12 mm, Steel strength and stresses are: Yield strength, Fy 248 MPa Ultimate strength, Fu = 400 MPa Allowable tensile stress on the gross area = 148 MPa Allowable tensile stress on the net area = Bearing stress on projected area, Fp 600 MPa Allowable bolt shear stres, Fv 120 MPa %3D 200 MPa %3D 5453 $3 $4 40 s: 53 中中 40 s1 -Calculate the allowable tensile load, T (KN) based on tension on the gross area of the plate. -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. -Calculate the allowable tensile load, T (kN) based on bearing on the projected area on plate. -Calculate the allowable tensile load, T (kN) based on bolt shear. 中

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Steel design. The butt connection shows 8-22mm diameter A325 bolts spaced as follows S1= 40m ,S2= 80mm, S3=50 mm, S4= 100mm Thickness of plates : t1= 16mm , t2= 12mm Steel strength and stresses are: Yield Strength,Fy=248 MPa Ultimate strength,Fu=400MPa Allowable tensile stress on the gross area = 148MPa Allowable tensile stress on the net area= 148MPa Bearing stress on projected area,Fp=600MPa Allowable bolt shear stress,Fv=120MPa
Practice Problem 1 Steel Design Problem 1 Refer to figure. The butt connection shows 8-22 mm diameter A325 bolts spaced as follows: S1 = 40 mm; S2 = 80 mm, S3 50 mm; S4 = 100 mm Thickness of piates: t1 = 16 mm; t2 = 12 mm, Steel strength and stresses are: Yield strength, Fy 248 MPa Ultimate strength, Fu = 400 MPa Allowable tensile stress on the gross area 148 MPa Allowable tensile stress on the net area = 200 MPa Bearing stress on projected area, Fp 600 MPa Allowable bolt shear streşs, Fv 120 MPa 54 40 s: 40 $1 -Calculate the allowable tensile load, T (kN) based on tension on the gross area of the plate. -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. Calculate the allowable tensile load, T (kN) based on bearing on the projected area on plate. -Calculate the allowable tensile load, T (kN) based on bolt shear.
Transcribed Image Text:Practice Problem 1 Steel Design Problem 1 Refer to figure. The butt connection shows 8-22 mm diameter A325 bolts spaced as follows: S1 = 40 mm; S2 = 80 mm, S3 50 mm; S4 = 100 mm Thickness of piates: t1 = 16 mm; t2 = 12 mm, Steel strength and stresses are: Yield strength, Fy 248 MPa Ultimate strength, Fu = 400 MPa Allowable tensile stress on the gross area 148 MPa Allowable tensile stress on the net area = 200 MPa Bearing stress on projected area, Fp 600 MPa Allowable bolt shear streşs, Fv 120 MPa 54 40 s: 40 $1 -Calculate the allowable tensile load, T (kN) based on tension on the gross area of the plate. -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. Calculate the allowable tensile load, T (kN) based on bearing on the projected area on plate. -Calculate the allowable tensile load, T (kN) based on bolt shear.
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