P10.030 For the beam and loading shown, use discontinuity functions to compute: (a) the deflection va of the beam at A, and (b) the deflection Vmidspan of the beam at midspan (i.e., x = 3.6 m). Assume a constant value of EZ 1680 kN-m² for the beam; MA 9.8 kN-m, wo = 23.3 kN/m, LAB - 1.8 m, Lac - 3.6 m. МА Answer: LAB Wo B mm. LBC C mm. X (a) Vmid= Click if you would like to Show Work for this question: Open Show Work
P10.030 For the beam and loading shown, use discontinuity functions to compute: (a) the deflection va of the beam at A, and (b) the deflection Vmidspan of the beam at midspan (i.e., x = 3.6 m). Assume a constant value of EZ 1680 kN-m² for the beam; MA 9.8 kN-m, wo = 23.3 kN/m, LAB - 1.8 m, Lac - 3.6 m. МА Answer: LAB Wo B mm. LBC C mm. X (a) Vmid= Click if you would like to Show Work for this question: Open Show Work
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:P10.030
For the beam and loading shown, use discontinuity functions to compute:
(a) the deflection va of the beam at A, and
(b) the deflection Vmidspan of the beam at midspan (i.e., x = 3.6 m).
Assume a constant value of EZ 1680 kN-m² for the beam; MA 9.8 kN-m, wo = 23.3 kN/m, LAB - 1.8 m, Lac - 3.6 m.
МА
Answer:
LAB
Wo
B
LBC
mm.
C
X
(a) VA -
(a) Vmid=
mm.
Click if you would like to Show Work for this question: Open Show Work
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