A beam is formed by riveting together two sections as shown in the Figure. It is wed to support a uniformly distributed load, of 30kN/m on asimply supported span of 8m. Compute the maximum flexinal stress and the spacing between rivets that have a shearing strength of 26 kN. For each I-section: Depth = 210mm, Area = 7610 mm², I = 60-8x10⁰ mm NA HH

A beam is formed by riveting together two sections as shown in the Figure. It is wed to support a uniformly distributed load, of 30kN/m on asimply supported span of 8m. Compute the maximum flexinal stress and the spacing between rivets that have a shearing strength of 26 kN. For each I-section: Depth = 210mm, Area = 7610 mm², I = 60-8x10⁰ mm NA HH

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter6: Stresses In Beams (advanced Topics)

Section: Chapter Questions

Problem 6.8.3P: A beam of wide-flange shape, W 8 x 28, has the cross section shown in the figure. The dimensions are...

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