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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."). 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 = 14 kips/ft, wcD = 3.5 kips/ft, LaB = 7.0 ft, Lac = 7.0 ft, Lco = 8.0 ft, LDE = 4 ft. wo WCD B D E Lục LCD LDE

The simply supported beam consists of a W14 × 34 structural steel wide-flange shape [E = 29,000 ksi; I = 340 in."). 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 = 14 kips/ft, wcD = 3.5 kips/ft, LaB = 7.0 ft, Lac = 7.0 ft, Lco = 8.0 ft, LDE = 4 ft. wo WCD B D E Lục LCD LDE

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."). 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 = 14 kips/ft, wcD = 3.5 kips/ft, LaB = 7.0 ft, Lgc = 7.0 ft, LcD = 8.0 ft, LDE = 4 ft. Wo wCD DE LDE |C Lục LcD Part 1 v Correct Calculate the reaction forces at the supports. Upward forces are positive. Answer: By = 66.807 kips Ey - 10.197 kips The load function w(x) can be written in the form below using discontinuity functions. Enter the numerical values (with correct signs) to complete the load function. Use units of kips and feet throughout. Start at the left end of the beam and enter loads in order from left to right. Answer: w(x) = i <x+ i <x+ i i <x+ i <x+ >1+ <x+ <x+ <x+
Transcribed Image Text:The simply supported beam consists of a W14 × 34 structural steel wide-flange shape [E = 29,000 ksi; I = 340 in."). 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 = 14 kips/ft, wcD = 3.5 kips/ft, LaB = 7.0 ft, Lgc = 7.0 ft, LcD = 8.0 ft, LDE = 4 ft. Wo wCD DE LDE |C Lục LcD Part 1 v Correct Calculate the reaction forces at the supports. Upward forces are positive. Answer: By = 66.807 kips Ey - 10.197 kips The load function w(x) can be written in the form below using discontinuity functions. Enter the numerical values (with correct signs) to complete the load function. Use units of kips and feet throughout. Start at the left end of the beam and enter loads in order from left to right. Answer: w(x) = i <x+ i <x+ i i <x+ i <x+ >1+ <x+ <x+ <x+
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