P A В C 60 mm 60 mm 0.5 m -0.2 m→

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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Question

Before the load P was applied, a gap, ?0(2.75mm) existed between the cantilever beam AC and
the support at B. Knowing that E=200 GPa, determine the magnitude of P for which the
deflection at C is δ(5.5mm) and the reaction at B.

(Hint: Use the method of superposition and beam deflections in Appendix A)

P
A
В
60 mm
og.
60 mm
0.5 m
-0.2 m→
Transcribed Image Text:P A В 60 mm og. 60 mm 0.5 m -0.2 m→
Appendix A
Beam Deflections and Slopes
gbx
(3L + 3a – 2x)
12EI
(0sxsa)
qbx
2EI +a - x)
(0sxsa)
* - 4Lr + 6L?r²– 4a'x + a*)
(a SxS L)
24EI
=- – 3Lr² + 3Ł?x – a')
6EI
(aSrS L)
qa*b
12E 3L + a)
qabL
2EI
At x= a: v=-
8g =
24EI
24E7 (3L* - 4a'L +a)
Og =
6EI
P
(3L - x)
6EI
Px
(2L – x)
2EI
PL
PL?
Og =
2EI
3EI
Pr
«За — х)
6EI
Px
(2a – x)
2EI
(0Sxsa)
Pa
3х — а)
6EI
Pa
2EI
(a sxs L)
Pa
Pa
At x= a: v =
3EI
2EI
Pa
(3L – a)
6EI
Pa
2EI
Mox
EI
2EI
Mo
MOL?
8g =
2EI
MoL
Oz =
EI
Transcribed Image Text:Appendix A Beam Deflections and Slopes gbx (3L + 3a – 2x) 12EI (0sxsa) qbx 2EI +a - x) (0sxsa) * - 4Lr + 6L?r²– 4a'x + a*) (a SxS L) 24EI =- – 3Lr² + 3Ł?x – a') 6EI (aSrS L) qa*b 12E 3L + a) qabL 2EI At x= a: v=- 8g = 24EI 24E7 (3L* - 4a'L +a) Og = 6EI P (3L - x) 6EI Px (2L – x) 2EI PL PL? Og = 2EI 3EI Pr «За — х) 6EI Px (2a – x) 2EI (0Sxsa) Pa 3х — а) 6EI Pa 2EI (a sxs L) Pa Pa At x= a: v = 3EI 2EI Pa (3L – a) 6EI Pa 2EI Mox EI 2EI Mo MOL? 8g = 2EI MoL Oz = EI
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