Given: A steel girder with tallow = 400psi is bolted together asshown has shear, V = 5ksi on the cross-section.Wfflange thickness, tr= 1.5inflange width Wf = 10inweb thickness, tw = linweb height, hw = 12inI = 1516.5 in“WfDetermine: Using exact equations for shear stress and flow,determine the spacing of the top bolts, s, if each bolt can resist F = 550lb

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Given: A steel girder with tallow = 400psi is bolted together as shown has shear, V = 5ksi on the cross-section. Wf flange thickness, tr= 1.5in flange width wr= 10in web thickness, tw = lin hw web height, hw = 12in I = 1516.5 in“ Wf Determine: Using exact equations for shear stress and flow, determine the spacing of the top bolts, s, if each bolt can resist F = 550lb

Given: A steel girder with tallow = 400psi is bolted together as shown has shear, V = 5ksi on the cross-section. Wf flange thickness, tr= 1.5in flange width wr= 10in web thickness, tw = lin hw web height, hw = 12in I = 1516.5 in“ Wf Determine: Using exact equations for shear stress and flow, determine the spacing of the top bolts, s, if each bolt can resist F = 550lb

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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