Question: Learning Goal make a built - up shear stress at the web / flange joint in a beam and use that stress to calculate the
Learning Goal
make a builtup shear stress at the webflange joint in a beam and use that stress to calculate the required nail spacing to make a builtup beam.
A built up beam can be constructed by fastening flat plates together. When an Ibeam is subjected to a shear load, internal shear stress is developed at every cross section, with longitudinal shear stress balancing transverse shear stress. If the ples the fasteners used must be able to resist the shear at the joints. The loading resisted by the
The shear flow at some distance y from the neutral axis can be calculated using the shear formula qfracV QI where V is the shear force, Q is the moment about the centroidal axis of the crosssectional area above y and I is the moment of inertia of the cross section.
Figure
of
securing the flanges to the web. The flanges are in wide and in thick. The web has depth in and thickness in The maximum allowable shear stress in the web is psi
Part A Maximum shear load
Assuming the joints do not fail, what is the maximum shear load the beam can support?
Express your answer with appropriate units to three significant figures.
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Vmax text Value quad mid text Units
Part B Shear flow at joint
What is the maximum shear flow at the joints connecting the web and flange under the applied load of wmathrmlbmathrmft
Express your answer with appropriate units to three significant figures.
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Part C Maximum nail spacing
Since the nails are joining the flanges to the web, they must resist the shear flow at the joint. What is the maximum spacing for the nails if each nail can support a shear force of lb
Express your answer with appropriate units to three significant figures.
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