The simply supported beam consists of a W14 × 34 structural steel wide-flange shape [E = 29,000 ksi; I = 340 in."). 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 = 14kips/ft, wcD = 3.5 kips/ft, LaB = 7.0 ft, Lgc = 7.0 ft, LcD = 8.0 ft, LDE = 4 ft.WowCDDELDE|CLụcLcDPart 1v CorrectCalculate the reaction forces at the supports. Upward forces are positive.Answer:By = 66.807kipsEy - 10.197kipsThe load function w(x) can be written in the form below using discontinuity functions. Enter the numerical values (with correctsigns) to complete the load function. Use units of kips and feet throughout. Start at the left end of the beam and enter loads inorder from left to right.Answer:w(x) = i1+

The given problem is solved by applying the equilibrium equations. The algebraic sum of all…

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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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