The simply supported beam consists of a W14 × 34 structural steel wide-flange shape [E = 29,000 ksi; I = 340 in.4]. For the loading shown, use discontinuity functions to compute (a) the slope of the beam at E and (b) the deflection of the beam at C. Assume w0 = 13 kips/ft, wCD = 3.0 kips/ft, LAB = 9.0 ft, LBC = 9.0 ft, LCD = 10.5 ft, LDE = 5 ft. The simply supported beam consists of a W14 x 34 structural steel wide-flange shape [E = 29,000 ksi; I = 340 in.4]. For the loadingshown, use discontinuity functions to compute (a) the slope of the beam at E and (b) the deflection of the beam at C. Assume wo = 13kips/ft, wCD = 3.0 kips/ft, LAB = 9.0 ft, LBc = 9.0 ft, LcD = 10.5 ft, LDE = 5 ft.%3D%3DwoWCDAB|CDELABLBCLCDLDEAnswer:(a) OE =rad%3D(b) vc =in.

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The simply supported beam consists of a W14 × 34 structural steel wide-flange shape [E = 29,000 ksi; I = 340 in.4]. For the loading shown, use discontinuity functions to compute (a) the slope of the beam at E and (b) the deflection of the beam at C. Assume w0 = 13 kips/ft, wCD = 3.0 kips/ft, LAB = 9.0 ft, LBC = 9.0 ft, LCD = 10.5 ft, LDE = 5 ft.

The simply supported beam consists of a W14 × 34 structural steel wide-flange shape [E = 29,000 ksi; I = 340 in.4]. For the loading shown, use discontinuity functions to compute (a) the slope of the beam at E and (b) the deflection of the beam at C. Assume w0 = 13 kips/ft, wCD = 3.0 kips/ft, LAB = 9.0 ft, LBC = 9.0 ft, LCD = 10.5 ft, LDE = 5 ft.

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 6.8.1P: A simple beam with a W 10 x 30 wide-flange cross section supports a uniform load of intensity q =...

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