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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 = 7 kips/ft, wCD = 5.5 kips/ft, LAB = 8.5 ft, LBC = 8.5 ft, LCD = 12.0 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 = 7 kips/ft, wCD = 5.5 kips/ft, LAB = 8.5 ft, LBC = 8.5 ft, LCD = 12.0 ft, LDE = 5 ft.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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 = 7 kips/ft, wCD = 5.5 kips/ft, LAB = 8.5 ft, LBC = 8.5 ft, LCD = 12.0 ft, LDE = 5 ft.
The simply supported beam consists of a W14 × 34 structural steel wide-flange shape [E = 29,000 ksi; 1 = 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 wo = 7 kips/ft, wcD = 5.5 kips/ft, LAB = 8.5 ft, LBc = 8.5 ft, LCD = 12.0 ft,LDE = 5 ft. LAB Answer: B (a) 8µ = (b) vc = WO LBC C WCD LCD D LDE rad H. in. E X
Transcribed Image Text:The simply supported beam consists of a W14 × 34 structural steel wide-flange shape [E = 29,000 ksi; 1 = 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 wo = 7 kips/ft, wcD = 5.5 kips/ft, LAB = 8.5 ft, LBc = 8.5 ft, LCD = 12.0 ft,LDE = 5 ft. LAB Answer: B (a) 8µ = (b) vc = WO LBC C WCD LCD D LDE rad H. in. E X
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