Part B - Shear flow at jointWhat is the maximum shear flow at the joints connecting the web and flange under the applied load of w = 835lb/ft?Express your answer with appropriate units to three significant figures.►View Available Hint(s)q=μÅValueSubmitPart C-Maximum nail spacingUnitsDICLO?Since the nails are joining the flanges to the web, they must resist the shear flow at the joint. What is themaximum spacing for the nails if each nail can support a shear force of 230 lb ?Express your answer with appropriate units to three significant figures.+ WPart A - Maximum shear loadLDI'An engineered wood beam (Figure 1) will replace a portion of a structural wall as part of a house renovation. Thebeam can be modeled as a simply supported beam with a span L = 18 ft and an uniform distributed load w=835 lb/ft The beam is to be constructed as an I-beam with nails securing the flanges to the web. The flangesare 6 in wide and 1 in thick. The web has depth 18 in and thickness 3 in. The maximum allowable shear stressin the web is 900 psiAssuming 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.View Available Hint(s)

given- L= 18ft, w=835lb/ftwidth of flange=6inthickness of flange=1indepth of web=18inthickness of…

An engineered wood beam (Figure 1) will replace a portion of a structural wall as part of a house renovation. The beam can be modeled as a simply supported beam with a span L = 18 ft and an uniform distributed load w = 835 lb/ft. The beam is to be constructed as an I-beam with nails securing the flanges to the web. The flanges are 6 in wide and 1 in thick. The web has depth 18 in and thickness 3 in. The maximum allowable shear stress in the web is 900 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. ▸ View Available Hint(s)

An engineered wood beam (Figure 1) will replace a portion of a structural wall as part of a house renovation. The beam can be modeled as a simply supported beam with a span L = 18 ft and an uniform distributed load w = 835 lb/ft. The beam is to be constructed as an I-beam with nails securing the flanges to the web. The flanges are 6 in wide and 1 in thick. The web has depth 18 in and thickness 3 in. The maximum allowable shear stress in the web is 900 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. ▸ View Available Hint(s)

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 6.2.15P: -15 A composite beam is constructed froma wood beam (3 in. x 6 in.) and a steel plate (3 in, wide)....

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