1. Determine the maximum positive bending moment in the beam in kN-m. 2. Determine the maximum shear in kN. 3. Determine the location of Neutral Axis, in mm, from the top of the section. 4. Determine the location of the centroid, in mm, from the left of the section. 5. Determine the moment of inertia of the section in x106 mm4 . 6. Determine the moment capacity of the section, kN-m, if fbcap≤300 MPa. 7. Determine the maximum flexural stress experienced by the beam in
1. Determine the maximum positive bending moment in the beam in kN-m. 2. Determine the maximum shear in kN. 3. Determine the location of Neutral Axis, in mm, from the top of the section. 4. Determine the location of the centroid, in mm, from the left of the section. 5. Determine the moment of inertia of the section in x106 mm4 . 6. Determine the moment capacity of the section, kN-m, if fbcap≤300 MPa. 7. Determine the maximum flexural stress experienced by the beam in
Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter5: Stresses In Beams (basic Topics)
Section: Chapter Questions
Problem 5.11.12P: Two W 310 × 74 Steel wide-flange beams are bolted together to form a built-up beam as shown in the...
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1. Determine the maximum positive bending moment in the beam in kN-m.
2. Determine the maximum shear in kN.
3. Determine the location of Neutral Axis, in mm, from the top of the section.
4. Determine the location of the centroid, in mm, from the left of the section.
5. Determine the moment of inertia of the section in x106 mm4 .
6. Determine the moment capacity of the section, kN-m, if fbcap≤300 MPa.
7. Determine the maximum flexural stress experienced by the beam in MPa.
8. Determine the maximum shearing stress in MPa at Neutral Axis.
9. Determine the spacing of rivets in mm.
10. Determine the maximum flexural stress at 1 m from the support at D to E in MPa.
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