The simply supported steel beam shown is fabricated from an American Standard S18 x 54.7 section. F -4/₂- Given: • L = 10 ft • 9o = 4 kip/ft F = 8 kip . B₁ B₂ B3 = number (rtol=0.01, atol=1e-05) C₁ = number (rtol=0.01, atol=1e-05) C₂ number (rtol=0.01, atol=1e-05) Write an elastic curve equation valid for the entire beam in the following form: y(x) =B₁³ + B₂ < x-5>³ + B₁ < x-5>¹ + ₁ + €₂] Place the coordinate system origin (x = 0) at the left end of the beam. Give values for the missing terms, in the units listed. || || || number (rtol=0.01, atol=1e-05) number (rtol=0.01, atol=1e-05) Determine the deflection and slope at x = 1.5 ft. Yx = Yz L number (rtol=0.01, atol=1e-05) number (rtol=0.01, atol=1e-05) kip kip kip/ft kip. ft² kip. ft³ qo in

Elements Of Electromagnetics
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HW6.2. Deformation of a Steel I-Beam
The simply supported steel beam shown is fabricated from an American Standard $18 x 54.7 section.
F
+42-
Given:
L = 10 ft
9o = 4 kip/ft
F = 8 kip
B₁ =
B₂ =
B3 =
C₁ =
C₂ =
Write an elastic curve equation valid for the entire beam in the following form:
y(x) = ₁x³ + B₂<æ=5>³ + B₁<x-5>¹ + ₁² + C₂]
Place the coordinate system origin (x = 0) at the left end of the beam. Give values for the missing terms, in
the units listed.
number (rtol=0.01, atol=1e-05)
number (rtol=0.01, atol=1e-05)
number (rtol=0.01, atol=1e-05)
number (rtol=0.01, atol=1e-05)
number (rtol=0.01, atol=1e-05)
Determine the deflection and slope at x = 1.5 ft.
Yz =
½/₂ =
L
number (rtol=0.01, atol=1e-05)
number (rtol=0.01, atol=1e-05)
kip
kip
kip/ft
kip. ft²
kip. ft³
qo
in
Transcribed Image Text:HW6.2. Deformation of a Steel I-Beam The simply supported steel beam shown is fabricated from an American Standard $18 x 54.7 section. F +42- Given: L = 10 ft 9o = 4 kip/ft F = 8 kip B₁ = B₂ = B3 = C₁ = C₂ = Write an elastic curve equation valid for the entire beam in the following form: y(x) = ₁x³ + B₂<æ=5>³ + B₁<x-5>¹ + ₁² + C₂] Place the coordinate system origin (x = 0) at the left end of the beam. Give values for the missing terms, in the units listed. number (rtol=0.01, atol=1e-05) number (rtol=0.01, atol=1e-05) number (rtol=0.01, atol=1e-05) number (rtol=0.01, atol=1e-05) number (rtol=0.01, atol=1e-05) Determine the deflection and slope at x = 1.5 ft. Yz = ½/₂ = L number (rtol=0.01, atol=1e-05) number (rtol=0.01, atol=1e-05) kip kip kip/ft kip. ft² kip. ft³ qo in
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