X Incorrect The simply supported beam consists of a W14 × 34 structural steel wide-flange shape [E = 29,000 ksi; I = 340 in."1. 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, wcp = 3.0 kips/ft, LaB = 6.0 ft, Lec = 6.0 ft, Lco = 9.5 ft, LoE = 3 ft. wo WCD By D E LcD Lpe Answer: (a) Og - 0.07205 rad (b) vc = -0.2934 in.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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please i atleast need an explanation as to how it was wrong or atleast the solution so i could correct it myself.

X Incorrect
The simply supported beam consists of a W14 x 34 structural steel wide-flange shape [E = 29,000 ksi; I = 340
in."1. 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 = 3.0 kips/ft, LAB = 6.0 ft, Lgc= 6.0 ft, LcD = 9.5 ft, LDE = 3
ft.
wo
WCD
B
E
LAB
LBC
LCD
LDE
Answer:
(a) OE =
0.07205
rad
(b) vc=
in.
-0.2934
Transcribed Image Text:X Incorrect The simply supported beam consists of a W14 x 34 structural steel wide-flange shape [E = 29,000 ksi; I = 340 in."1. 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 = 3.0 kips/ft, LAB = 6.0 ft, Lgc= 6.0 ft, LcD = 9.5 ft, LDE = 3 ft. wo WCD B E LAB LBC LCD LDE Answer: (a) OE = 0.07205 rad (b) vc= in. -0.2934
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