nd the required base plate thickness (mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Y1
![H
Base Plate
Anchor Bolt
Steel Column
Concrete Pedestal
1.
Find the required base plate thickness (mm). Consider fixity at the edges of a rectangle
whose sides have dimensions equal to 0.80bf and 0.95d. Neglect the effect of the lateral force
H. Use t=1V
20 mm
O 21 mm
28 mm
32 mm](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fff8a53c7-9eb8-4800-9bcf-44b6262b657d%2Fcf355e9b-28e1-48d3-a5e2-0484c2e86738%2Fyyv0i1b_processed.jpeg&w=3840&q=75)
Transcribed Image Text:H
Base Plate
Anchor Bolt
Steel Column
Concrete Pedestal
1.
Find the required base plate thickness (mm). Consider fixity at the edges of a rectangle
whose sides have dimensions equal to 0.80bf and 0.95d. Neglect the effect of the lateral force
H. Use t=1V
20 mm
O 21 mm
28 mm
32 mm
![Given: Properties of Steel Column:
Depth, d = 305 mm
Web thickness, tw 7.5 mm
Flange width, bf 200 mm
Flange thickness, tf = 12 mm
Base plate, B x N = 300 mm x 450 mm
Loads:
P = 720 kN
H = 160 kN
Allowable base plate bending stress, Fb = 186 MPa
Allowable bolt shear stress, Fv 68 MPa
Allowable weld shear stress, Fw = 124 MPa
%3D](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fff8a53c7-9eb8-4800-9bcf-44b6262b657d%2Fcf355e9b-28e1-48d3-a5e2-0484c2e86738%2Flmbzmc5_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Given: Properties of Steel Column:
Depth, d = 305 mm
Web thickness, tw 7.5 mm
Flange width, bf 200 mm
Flange thickness, tf = 12 mm
Base plate, B x N = 300 mm x 450 mm
Loads:
P = 720 kN
H = 160 kN
Allowable base plate bending stress, Fb = 186 MPa
Allowable bolt shear stress, Fv 68 MPa
Allowable weld shear stress, Fw = 124 MPa
%3D
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