A cantilever flexural member isfabricated by bolting two identical C-section steel shapes back to back asshown in the figure. The beam has aspan of L = 1300 mm and supports aconcentrated load of P = 800 N. Thecross-sectional dimensions of the built-up shape are shown in the figure.Assume the section has a constantthickness of t = 2.5 mm. Bolts of 3.5mm diameter are installed at intervals ofs = 65 mm.[b = 100 mm, a = 25 mm]bTDetermine the shear flow in thesections connected by the fasteners.Calculate the shear force in each bolt.Calculate the shear stress in the bolts.

Answered: A cantilever flexural member is…

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.12.2P

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Similar questions

Compute the nominal shear strength of an M107.5 of A572 Grad 65 steel.
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Use an elastic analysis and determine the maximum load in the weld (in kips per inch of length).
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Use the composite beam tables and select a W-shape and stud anchors for the following conditions: Span length = 18 6 Beam spacing = 9 ft Total slab thickness = 51 2 in. (the slab and deck combination weighs 57 psf). Lightweight concrete with a unit weight of 115 pcf is used Construction load = 20 psf Partition load = 20 psf Live load = 225 psf Fy=50 ksi and fc=4 ksi A cross section of the formed steel deck is shown in Figure P9.8-9. The maximum live-load deflection cannot exceed L/360 (use a lower-bound moment of inertia). a. Use LRFD. b. User ASD.

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