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Numerical Analysis Assignment 5 ( 8 0 p t s ) Problem Set I: Due 0 9 : 5 0 AM . May 2 4

Numerical Analysis
Assignment 5(80pts)
Problem Set I: Due 09:50 AM. May 24(Fri)
Problem Set II: Due 09:50 AM, May 31(Fri)
Problem Set I: Problems 1-10
Fig. 1 shows a reinforced concrete beam under a concentrated load.
P=200kN at midspan.
(a) section
(1) Lowarrig
Fig. 1 Reinforced concrete beam under a concentric load at midspan
For this beam, the distribution of curvature d2ydx2=-(x) is given by:
(x)=M(x)Ee*Ir(x)
where,
)
b,h and L=350mm,650mm, and 8m, respectively:
I=bh312: and
Ec=2104MPL.
Problems 1 and 2: Mathematical expressions and plot
(10 pts) Find mathematical expressions of M(x) in kN*m and (x) in
1m.
(10 pts) Plot M(x) and (x), separately for the whole span.
Problems 3-5: Hand calculations
(10 pts) Using the Trapezoidal rule, evaluate i=0xi(x)dx for
i=0,1,2,3, and 4 corresponding to x0=0,x1=1,000mm,cdots,x4=4,000mm.
Plot the distributions of i along the half span, 0x4m.[]=mod.
(10pts) Apply the boundary condition that (4,000mm)=0 at midspan
(or equivalently, 4=0) and revise the values of i from problem 3. Then
plot the distributions of i along the half span, 0x4m.
(10 pts) Using the Trapezoidal rule, evaluate yi=0xi(x)dx for
i=0,1,cdots,4 corresponding to x0=0,x1=1,000mm,cdots,x4=4,000mm.
Plot the distributions of yi along the half span, 0x4m,[y]=m.
Note that boundary condition requires that y(0)=0(or equivalently.
{:y0=0). Plot the deflections yi along the half span, 0x4m.
Problems 6-9: Matlab coding
(10 pts) Using the Trapezoidal rule, evaluate i=0xi(x)dx for
i=0,1,2,cdots,80 corresponding to x0=0,x1=50mm,cdots,x20=4,000mm.
Plot the distributions of 1 along the half span, 0x4m.[]= rod .
(10 pts) Apply the boundary condition that (4,000mm)=0 at midspan
(or equivalently, m=0) and revise the values of i from problem 6.
Then plot the distributions of i along the half span, 0x4m.
(10 pts) Estimate error for w.
(10 pts) Using the Trapezoidal rule, evaluate yi=0xi(x)dx for
i=0,1,cdots,80 corresponding to x0=0,x1=50mm,cdots,x50=4,000mm. Plot
the distributions of yi along the half span, 0x4m.[y]=m. Note
that y(0)=0(or equivalently. y0=0).
Problems 10: Hand calculations
(10 pts) Using Gauss Legendre Quadrature, find (4,000mm). Use n=3
for a half-span, 0x4m.
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