The cantilever beam consists of a rectangular structural steel tube shape [E = 200 GPa; I = 425 × 106 mm4]. Assume P = 35 kN, w = 10 kN/m, LAB = 1.50 m, and LBC = 2.00 m. Using Appendix C and method of superposition, determine: (a) the beam deflection at point A. [vA = -4.54 mm] (b) the beam deflection at point B.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The cantilever beam consists of a rectangular structural steel tube shape [E = 200 GPa; I = 425 × 106 mm4]. Assume P = 35 kN, w = 10 kN/m, LAB = 1.50 m, and LBC = 2.00 m. Using Appendix C and method of superposition, determine:
(a) the beam deflection at point A. [vA = -4.54 mm]
(b) the beam deflection at point B. [vB = -2.07 mm]

P
C
A
B
LAB
LBC
Transcribed Image Text:P C A B LAB LBC
Beam
Slope
Deflection
Elastic Curve
PL
Px?
-(3L – x)
6EI
PL?
0max =
Vmax =
y =
Vmax.
2EI
ЗЕ
Omax
Px2
-(3L – 2x)
12EI
for 0 <x S
y = -
PL?
5PL?
0max =
Vmax =
8 ΕΙ
48EI
PL?
- (6х — L)
48EI
Vmax
V = -
for
emax
Mx?
V = -
2EI
ML
ML?
0max =
Vmax =
Vmax.
EI
2EI
Omax
wL
wx?
(6L? – 4Lx + x²)
24EI
wL
10
0max =
Vmax =
V =
6EI
8EI
,'max
max
Wo
Wox?
-(10L – 10L?x + 5Lx² – x³)
11
0max =
Vmax =
24EI
30EI
120LEI
Vmax
Pmax
Transcribed Image Text:Beam Slope Deflection Elastic Curve PL Px? -(3L – x) 6EI PL? 0max = Vmax = y = Vmax. 2EI ЗЕ Omax Px2 -(3L – 2x) 12EI for 0 <x S y = - PL? 5PL? 0max = Vmax = 8 ΕΙ 48EI PL? - (6х — L) 48EI Vmax V = - for emax Mx? V = - 2EI ML ML? 0max = Vmax = Vmax. EI 2EI Omax wL wx? (6L? – 4Lx + x²) 24EI wL 10 0max = Vmax = V = 6EI 8EI ,'max max Wo Wox? -(10L – 10L?x + 5Lx² – x³) 11 0max = Vmax = 24EI 30EI 120LEI Vmax Pmax
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