The cantilever beam consists of a rectangular structural steel tube shape [E = 200 GPa; 1 = 350 × 106 mm4]. Assume P = 35 kN, w = 20 kN/m, LAB = 1.50 m, and LBC = 2.25 m. For the loading shown, determine: (a) the beam deflection at point A. (b) the beam deflection at point B. A LAB B Answer: VA,w= W LBC Determine the component of the beam deflection at point A due to only the uniformly distributed load of w = 20 kN/m. X mm.
The cantilever beam consists of a rectangular structural steel tube shape [E = 200 GPa; 1 = 350 × 106 mm4]. Assume P = 35 kN, w = 20 kN/m, LAB = 1.50 m, and LBC = 2.25 m. For the loading shown, determine: (a) the beam deflection at point A. (b) the beam deflection at point B. A LAB B Answer: VA,w= W LBC Determine the component of the beam deflection at point A due to only the uniformly distributed load of w = 20 kN/m. X mm.
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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![The cantilever beam consists of a rectangular structural steel tube shape [E = 200 GPa; l = 350 × 106 mm4]. Assume P = 35 kN, w
=
20 kN/m, LAB = 1.50 m, and LBC = 2.25 m. For the loading shown, determine:
(a) the beam deflection at point A.
(b) the beam deflection at point B.
LAB
Answer: VA,w
P
=
W
LBC
Determine the component of the beam deflection at point A due to only the uniformly distributed load of w = 20 kN/m.
с
mm.
Xx](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F919fc4f8-bc37-4123-8b2a-9ca8cd02385f%2F3e2266c6-f434-42af-87e7-2f4b2d42c1a1%2F0vr7ybj_processed.png&w=3840&q=75)
Transcribed Image Text:The cantilever beam consists of a rectangular structural steel tube shape [E = 200 GPa; l = 350 × 106 mm4]. Assume P = 35 kN, w
=
20 kN/m, LAB = 1.50 m, and LBC = 2.25 m. For the loading shown, determine:
(a) the beam deflection at point A.
(b) the beam deflection at point B.
LAB
Answer: VA,w
P
=
W
LBC
Determine the component of the beam deflection at point A due to only the uniformly distributed load of w = 20 kN/m.
с
mm.
Xx
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