1. How will you justify to the school board that so much money has been spent with little to show in reading scores?  After reviewing the data from the 2009-2010 school year I would ask the board to be mindful that change is not something that happens over night. I would remind the board that it has only been one full school year cycle since we have received the funding for more academically enhanced programs and the change they are want to see takes time. I would let them know they have to keep in mind there are students who have learning disabilities, autism and other learning differences that must be addressed as well. Therefore, as a board that truly wants the best for students and not solely focused on where the money is going would exercise a little more patience in seeing change. More funding does not equal a quicker turn around.  2.Someone from the audience wants to debate the fact that too much money is being spent on education and believes state funding for education should be under more scrutiny. How will you address this concern? I would address this concern as professionally as possible but also remind this concerned patron that working in the field of education is one of the hardest jobs in America. I would further ask this patron to come into my school and spend 30 days in the shoes of myself as the school executive and my teachers. I would allow them to really see how the money that we are given as a school is spent. I am sure this person would think we could take away "frivolous" things such as field trips and extracurricular activities and I would remind them that we are teaching in a new age and a new generation. Our students need to experience, feel, touch and create therefore we need to create spaces and environments where they can do so.  Additional Comments  One thing I have learned in my short time as an educator is there are several people who have these views and opinions on education and how money should be spent or allocated. However, these people with these opinions and views have never stepped foot in a classroom or been over an entire school and its budget. I can honestly say as a school executive I would welcome these same people in my school for a 30 day period to see what it is really like and then see if their opinion would change. I am sure that it would.  IMG-20181028-WA0002.jpg IMG-20181028-WA0008.jpg IMG-20181028-WA0009.jpg IMG-20181028-WA0010.jpg Project Wing Design (draft)-2.xlsx ComparisonWing1Wing2Wing3Wing4Wing5Wing6Wing7Cost [$]$141.07$102.69$83.19$82.61S.F.4.663.181.231.20 Cost vs Saftety Factor [CELLRANGE] [CELLRANGE] [CELLRANGE] [CELLRANGE] 141.06713807337371 102.69055917264349 83.190315755592621 82.607554471019782 4.6566705397179655 3.1758046329607406 1.2302870947509152 1.2041075880449656 Wing1 Wing2 Wing3 Wing4 Wing5 Wing6 Wing7 Cost [$] Safety Factor Wing1Total Cost$141.07Min S.F.4.66Density Aluminum [kg/m3]:Yeald Stress:2650276000000Individual StringersDiameters [m]S.

1. 1. How will you justify to the school board that so much money
has been spent with little to show in reading scores?
After reviewing the data from the 2009-2010 school year I
would ask the board to be mindful that change is not something
that happens over night. I would remind the board that it has
only been one full school year cycle since we have received the
funding for more academically enhanced programs and the
change they are want to see takes time. I would let them know
they have to keep in mind there are students who have learning
disabilities, autism and other learning differences that must be
addressed as well. Therefore, as a board that truly wants the
best for students and not solely focused on where the money is
going would exercise a little more patience in seeing change.
More funding does not equal a quicker turn around.
2.Someone from the audience wants to debate the fact that too
much money is being spent on education and believes state
funding for education should be under more scrutiny. How will
you address this concern?
I would address this concern as professionally as possible but
also remind this concerned patron that working in the field of
education is one of the hardest jobs in America. I would further
ask this patron to come into my school and spend 30 days in the
shoes of myself as the school executive and my teachers. I
would allow them to really see how the money that we are given
as a school is spent. I am sure this person would think we could
take away "frivolous" things such as field trips and
extracurricular activities and I would remind them that we are
teaching in a new age and a new generation. Our students need
to experience, feel, touch and create therefore we need to create
spaces and environments where they can do so.
Additional Comments
One thing I have learned in my short time as an educator is
there are several people who have these views and opinions on

2. education and how money should be spent or allocated.
However, these people with these opinions and views have
never stepped foot in a classroom or been over an entire school
and its budget. I can honestly say as a school executive I would
welcome these same people in my school for a 30 day period to
see what it is really like and then see if their opinion would
change. I am sure that it would.
IMG-20181028-WA0002.jpg
IMG-20181028-WA0008.jpg
IMG-20181028-WA0009.jpg
IMG-20181028-WA0010.jpg
Project Wing Design (draft)-2.xlsx
ComparisonWing1Wing2Wing3Wing4Wing5Wing6Wing7Cost
[$]$141.07$102.69$83.19$82.61S.F.4.663.181.231.20
Cost vs Saftety Factor
[CELLRANGE]
[CELLRANGE]
[CELLRANGE]
[CELLRANGE]

3. 141.06713807337371 102.69055917264349
83.190315755592621 82.607554471019782
4.6566705397179655 3.1758046329607406
1.2302870947509152 1.2041075880449656 Wing1
Wing2 Wing3 Wing4 Wing5 Wing6 Wing7
Cost [$]
Safety Factor
Wing1Total Cost$141.07Min S.F.4.66Density Aluminum
[kg/m3]:Yeald Stress:2650276000000Individual
StringersDiameters [m]SectionX1 (m)X2
(m)#String1String2String3String4String5String6String7String8
Variables10.000.2050.030.030.030.030.0320.200.4040.0250.025
0.0250.025Constants30.400.6030.0150.0150.01540.601.0020.01
0.01Change Manually if variables are changed56Delete this
cell78Total # Ribs:5Stringer Weight [N]Rib
DimensionsSectionString1String2String3String4String5String6S
tring7String8RibLength [m]Volume [m3]Mass [kg]Weight [N]X
[m]11.3223899621.3223899621.3223899621.3223899621.32238
996210.20.00061.5915.5979021.0775029321.0775029321.07750
29321.07750293220.180.000541.43114.038110.230.5877288720
.5877288720.58772887230.160.000481.27212.478320.440.6856
836840.68568368440.140.000421.11310.918530.6550.10.00030.
7957.798951660007700088000Load Fuselage [N]Load Fuel
[N]Total Ribs [N]Total Stringers [N]Total Load [N]Lift
[N]1479860.8318114.056515522246.388325522739.164976566
Shear FoceBending Moment [CW+]OtherLoad [N]RibsLoad
[N]Lift [N]StringerLoad [N]OtherBM [N]RibsBM [Nm]Lift
[Nm]StringerBM [Nm]ReactionA-492.7766510441-
15.5979189.52948117081-6.61194981M0233.24995956071001-

4. 0.661194981Fuselage
Mateo: Fuselage is divided between both wings.-73.52-
14.03811170.57653305372-4.310011728Fuel-9.82-
2.80762234.11530661072-1.2930035184Fuel-983-
12.47832151.62358493663-1.763186616Fuselage03-
4.99132860.64943397463-0.8815933084-
10.91853132.67063681954-1.3713673684-
6.55111879.60238209174-1.09709389445-
7.7989594.7647405854505-
7.7989594.764740585450606060060707070070808080080Shear
Force Diagram Data[start]RaFuselage+Rib1+Lift1[stop]Fuel
(start)[stop]Stringer1Fuel
(end)[stop]Rib2[stop]Stringer2[stop]Rib3[stop]Stringer3[stop]R
ib4[stop]Stringer4[stop]Rib5X
[m]0000.0250.0250.10.10.1750.20.20.30.30.40.40.50.50.60.60.8
0.811V [N]0-492.776651044-392.3450698732-392.3450698732-
392.3450698732-441.3450698732-447.9570196832-
496.9570196832-496.9570196832-340.4185966295-
340.4185966295-344.7286083575-344.7286083575-
205.5833434209-205.5833434209-207.3465300369-
207.3465300369-85.5944232174-85.5944232174-
86.9657905854-86.96579058540Bending Moment Diagram
Data[start]Fuselage+Rib1+Lift1M0FuelStringer1Rib2Stringer2R
ib3Stringer3Rib4Stringer4Rib5X
[m]0000.0250.10.1750.20.30.40.50.60.81BM
[Nm]00233.2499595607223.4413328139192.1779525734156.74
36760971144.319750605110.277890942175.805030106355.246
695764234.512042760617.39315811710Stringers Dimension
PropertiesSectionArea [m2]
Mateo: per springerWeighted AreaMax. Shear [N]

5. Mateo: along whole stringerMax. BM [Nm]Inertia
[m4]10.000254340.3970588235-
496.9570196832233.24995956070.000000023520.000207240.32
35294118-
344.7286083575144.3197506050.000000012830.000113040.176
4705882-
207.346530036975.80503010630.000000002240.000065940.102
9411765-
86.965790585434.51204276060.000000000550607080Max.
Shear Force [N]Max. Bending Moment
[Nm]SectionStringer1Stringer2Stringer3Stringer4Stringer5Strin
ger6Stringer7Stringer8SectionStringer1Stringer2Stringer3String
er4Stringer5Stringer6Stringer7Stringer81-197.3211695801-
197.3211695801-197.3211695801-197.3211695801-
197.3211695801192.613954531592.613954531592.6139545315
92.613954531592.61395453152-111.5298438804-
111.5298438804-111.5298438804-
111.5298438804246.691684019346.691684019346.6916840193
46.69168401933-36.5905641242-36.5905641242-
36.5905641242313.377358254113.377358254113.37735825414-
8.9523607956-
8.952360795643.55271028423.552710284255667788Shear
Stress [Pa]Normal Stress
[Pa]SectionStringer1Stringer2Stringer3Stringer4Stringer5String
er6Stringer7Stringer8SectionStringer1Stringer2Stringer3Stringe
r4Stringer5Stringer6Stringer7Stringer81-1551633.00762842-
1551633.00762842-1551633.00762842-1551633.00762842-
1551633.0076284200015920885359208852.711370559208852.7
11370559208852.711370559208852.71137050002-
1076335.1078979-1076335.1078979-1076335.1078979-
1076335.10789790000245700298.30802445700298.3080244570
0298.30802445700298.30802400003-647391.438856385-
647391.438856385-
647391.43885638500000346408553.120393746408553.1203937
46408553.1203937000004-271530.506386239-
271530.506386239000000437157188.710475237157188.710475

6. 200000055667788Principal Stresses [Pa]SectionStringer
#Sigma_1Sigma_2Signma_3Sigma_VMS.F.1559249487.071419
20-
40634.360048718859269814.6982754.65667053972445725634.
14614040-
25335.838116340345738307.32805786.03432912423346417582
.36435160-
9029.243957921946422097.64491175.94544438974237159172.
84548820-
1984.135013040237160164.95272277.427308257450607080
Shear Force Diagram
0 0 0 2.5000000000000001E-2
2.5000000000000001E-2 0.1 0.1 0.17499999999999999
0.2 0.2 0.30000000000000004 0.30000000000000004
0.4 0.4 0.5 0.5 0.6 0.6 0.8 0.8 1 1 0 -
492.776651044 -392.34506987323073 -392.34506987323073
-392.34506987323073 -441.34506987323073 -
447.95701968323073 -496.95701968323073 -
496.95701968323073 -340.41859662953846 -
340.41859662953846 -344.72860835753846 -
344.72860835753846 -205.58334342092309 -
205.58334342092309 -207.3465300369231 -
207.3465300369231 -85.594423217384644 -
85.594423217384644 -86.965790585384639 -
86.965790585384639 0
Lenght [m]
Shear Force [N]
Bending Moment Diagram

7. 0 0 0 2.5000000000000001E-2 0.1
0.17499999999999999 0.2 0.3 0.4 0.5 0.6 0.8 1
0 0 233.24995956069233 223.44133281386155
192.17795257336923 156.74367609712692
144.31975060504615 110.27789094209231
75.80503010633845 55.246695764246141
34.51204276055384 17.393158117076904 0
Lenght [m]
Bending Moment [Nm]
Wing2Total Cost$102.69Min S.F.3.18Density Aluminum
[kg/m3]:Yeald Stress:2650276000000Individual
StringersDiameters [m]SectionX1 (m)X2
(m)#String1String2String3String4String5String6String7String8
Variables10.000.2040.030.030.030.0320.200.4030.0250.0250.02
5Constants30.400.6020.010.0140.601.0010.01Change Manually
if variables are changed56Delete this cell78Total #
Ribs:5Stringer Weight [N]Rib
DimensionsSectionString1String2String3String4String5String6S
tring7String8RibLength [m]Volume [m3]Mass [kg]Weight [N]X
[m]11.3223899621.3223899621.3223899621.32238996210.20.0
0061.5915.5979021.0775029321.0775029321.07750293220.180.
000541.43114.038110.230.3428418420.34284184230.160.00048
1.27212.478320.440.68568368440.140.000421.11310.918530.65
50.10.00030.7957.798951660007700088000Load Fuselage
[N]Load Fuel [N]Total Ribs [N]Total Stringers [N]Total Load
[N]Lift
[N]1479860.831819.893436012242.225246012726.675738036S
hear FoceBending Moment [CW+]OtherLoad [N]RibsLoad
[N]Lift [N]StringerLoad [N]OtherBM [N]RibsBM [Nm]Lift
[Nm]StringerBM [Nm]ReactionA-484.4504920241-

8. 15.5979186.32711231691-
5.289559848M0230.24538407721001-0.5289559848Fuselage
Mateo: Fuselage is divided between both wings.-73.52-
14.03811167.69440108522-3.232508796Fuel-9.82-
2.80762233.5388802172-0.9697526388Fuel-983-
12.47832149.06168985353-0.685683684Fuselage03-
4.99132859.62467594143-0.3428418424-
10.91853130.42897862184-0.6856836844-
6.55111878.25738717314-0.54854694725-
7.7989593.1635561585505-
7.7989593.163556158550606060060707070070808080080Shear
Force Diagram Data[start]RaFuselage+Rib1+Lift1[stop]Fuel
(start)[stop]Stringer1Fuel
(end)[stop]Rib2[stop]Stringer2[stop]Rib3[stop]Stringer3[stop]R
ib4[stop]Stringer4[stop]Rib5X
[m]0000.0250.0250.10.10.1750.20.20.30.30.40.40.50.50.60.60.8
0.811V [N]0-484.450492024-387.2212797071-387.2212797071-
387.2212797071-436.2212797071-441.5108395551-
490.5108395551-490.5108395551-336.8545484698-
336.8545484698-340.0870572658-340.0870572658-
203.5036874123-203.5036874123-204.1893710963-
204.1893710963-84.6789224745-84.6789224745-
85.3646061585-85.36460615850Bending Moment Diagram
Data[start]Fuselage+Rib1+Lift1M0FuelStringer1Rib2Stringer2R
ib3Stringer3Rib4Stringer4Rib5X
[m]0000.0250.10.1750.20.30.40.50.60.81BM
[Nm]00230.2453840772220.5648520846189.6857561065154.73
49431399142.472172151108.78671730474.778011577454.4276
42836234.008705726617.07292123170Stringers Dimension
PropertiesSectionArea [m2]
Mateo: per springerWeighted AreaMax. Shear [N]

9. Mateo: along whole stringerMax. BM [Nm]Inertia
[m4]10.000254340.4285714286-
490.5108395551230.24538407720.000000023520.000207240.34
92063492-
340.0870572658142.4721721510.000000012830.000065940.111
1111111-
204.189371096374.77801157740.000000000540.000065940.111
1111111-
85.364606158534.00870572660.000000000550607080Max.
Shear Force [N]Max. Bending Moment
[Nm]SectionStringer1Stringer2Stringer3Stringer4Stringer5Strin
ger6Stringer7Stringer8SectionStringer1Stringer2Stringer3String
er4Stringer5Stringer6Stringer7Stringer81-210.2189312379-
210.2189312379-210.2189312379-
210.2189312379198.67659317698.67659317698.67659317698.6
765931762-118.7605596801-118.7605596801-
118.7605596801249.752187100449.752187100449.7521871004
3-22.6877078996-22.687707899638.3086679538.3086679534-
9.484956239843.778745080755667788Shear Stress [Pa]Normal
Stress
[Pa]SectionStringer1Stringer2Stringer3Stringer4Stringer5String
er6Stringer7Stringer8SectionStringer1Stringer2Stringer3Stringe
r4Stringer5Stringer6Stringer7Stringer81-1653054.42508367-
1653054.42508367-1653054.42508367-
1653054.42508367000016308474763084746.796239163084746.
796239163084746.796239100002-1146116.1906981-
1146116.1906981-
1146116.190698100000248695818.96048148695818.960481486
95818.960481000003-688131.874418857-
688131.874418857000000386898935.846062586898935.846062
50000004-
287684.4476745240000000439521247.95510680000000556677
88Principal Stresses [Pa]SectionStringer
#Sigma_1Sigma_2Signma_3Sigma_VMS.F.1463128033.253799
10-

10. 43286.457560028963149687.60922314.37056793862348722779
.29282760-
26960.332346510148736265.05180395.66313400723286904384
.65602150-
5448.809958964686907109.18910983.1758046334139523341.9
6683040-
2094.011723585439524389.01429526.983030146350607080
Shear Force Diagram
0 0 0 2.5000000000000001E-2
2.5000000000000001E-2 0.1 0.1 0.17499999999999999
0.2 0.2 0.30000000000000004 0.30000000000000004
0.4 0.4 0.5 0.5 0.6 0.6 0.8 0.8 1 1 0 -
492.776651044 -392.34506987323073 -392.34506987323073
-392.34506987323073 -441.34506987323073 -
447.95701968323073 -496.95701968323073 -
496.95701968323073 -340.41859662953846 -
340.41859662953846 -344.72860835753846 -
344.72860835753846 -205.58334342092309 -
205.58334342092309 -207.3465300369231 -
207.3465300369231 -85.594423217384644 -
85.594423217384644 -86.965790585384639 -
86.965790585384639 0
Lenght [m]
Shear Force [N]
Bending Moment Diagram
0 0 0 2.5000000000000001E-2 0.1
0.17499999999999999 0.2 0.3 0.4 0.5 0.6 0.8 1

11. 0 0 233.24995956069233 223.44133281386155
192.17795257336923 156.74367609712692
144.31975060504615 110.27789094209231
75.80503010633845 55.246695764246141
34.51204276055384 17.393158117076904 0
Lenght [m]
Bending Moment [Nm]
Shear Force Diagram
0 0 0 2.5000000000000001E-2
2.5000000000000001E-2 0.1 0.1 0.17499999999999999
0.2 0.2 0.30000000000000004 0.30000000000000004
0.4 0.4 0.5 0.5 0.6 0.6 0.8 0.8 1 1 0 -
492.776651044-392.34506987323073 -392.34506987323073
-392.34506987323073 -441.34506987323073 -
447.95701968323073 -496.95701968323073 -
496.95701968323073 -340.41859662953846 -
340.41859662953846 -344.72860835753846 -
344.72860835753846 -205.58334342092309 -
205.58334342092309 -207.3465300369231 -
207.3465300369231 -85.594423217384644 -
85.594423217384644 -86.965790585384639 -
86.965790585384639 0
Lenght [m]
Shear Force [N]

12. Bending Moment Diagram
0 0 0 2.5000000000000001E-2 0.1
0.17499999999999999 0.2 0.3 0.4 0.5 0.6 0.8 1
0 0 233.24995956069233 223.44133281386155
192.17795257336923 156.74367609712692
144.31975060504615 110.27789094209231
75.80503010633845 55.246695764246141
34.51204276055384 17.393158117076904 0
Lenght [m]
Bending Moment [Nm]
Wing3Total Cost$83.19Min S.F.1.23Density Aluminum
[kg/m3]:Yeald Stress:2650276000000Individual
StringersDiameters [m]SectionX1 (m)X2
(m)#String1String2String3String4String5String6String7String8
Variables10.000.2020.01630.016320.200.4020.0120.012Constan
ts30.400.6020.0110.01140.601.0020.010.01Change Manually if
variables are changed56Delete this cell78Total # Ribs:5Stringer
Weight [N]Rib
DimensionsSectionString1String2String3String4String5String6S
tring7String8RibLength [m]Volume [m3]Mass [kg]Weight [N]X
[m]10.65139949980.651399499810.20.00061.5915.5979020.440
7966540.44079665420.180.000541.43114.038110.230.39181924
80.39181924830.160.000481.27212.478320.440.6856836840.68
568368440.140.000421.11310.918530.6550.10.00030.7957.7989
51660007700088000Load Fuselage [N]Load Fuel [N]Total Ribs
[N]Total Stringers [N]Total Load [N]Lift
[N]1479860.831814.3393981716236.6712081716710.013624514
8Shear FoceBending Moment [CW+]OtherLoad [N]RibsLoad
[N]Lift [N]StringerLoad [N]OtherBM [N]RibsBM [Nm]Lift

13. [Nm]StringerBM [Nm]ReactionA-473.34241634321-
15.5979182.05477551661-
1.3027989996M0224.68509219881001-0.1302799Fuselage
Mateo: Fuselage is divided between both wings.-73.52-
14.03811163.8492979652-0.881593308Fuel-9.82-
2.80762232.7698595932-0.2644779924Fuel-983-
12.47832145.64382041333-0.783638496Fuselage03-
4.99132858.25752816533-0.3918192484-
10.91853127.43834286164-1.3713673684-
6.55111876.4630057174-1.09709389445-
7.7989591.0273877583505-
7.7989591.027387758350606060060707070070808080080Shear
Force Diagram Data[start]RaFuselage+Rib1+Lift1[stop]Fuel
(start)[stop]Stringer1Fuel
(end)[stop]Rib2[stop]Stringer2[stop]Rib3[stop]Stringer3[stop]R
ib4[stop]Stringer4[stop]Rib5X
[m]0000.0250.0250.10.10.1750.20.20.30.30.40.40.50.50.60.60.8
0.811V [N]0-473.3424163432-380.3855408266-
380.3855408266-380.3855408266-429.3855408266-
430.6883398262-479.6883398262-479.6883398262-
329.8771518612-329.8771518612-330.7587451692-
330.7587451692-197.5932447559-197.5932447559-
198.3768832519-198.3768832519-81.8570703903-
81.8570703903-83.2284377583-83.22843775830Bending
Moment Diagram
Data[start]Fuselage+Rib1+Lift1M0FuelStringer1Rib2Stringer2R
ib3Stringer3Rib4Stringer4Rib5X
[m]0000.0250.10.1750.20.30.40.50.60.81BM
[Nm]00224.6850921988215.1754536782184.8090381162150.66
99126292138.6777041336105.689988947472.614114430552.85
4789954933.017101629716.64568755170Stringers Dimension
PropertiesSectionArea [m2]

14. Mateo: per springerWeighted AreaMax. Shear [N]
Mateo: along whole stringerMax. BM [Nm]Inertia
[m4]10.0001252860.3565683646-
479.6883398262224.68509219880.000000002920.000084780.24
12868633-
330.7587451692138.67770413360.00000000130.000075360.214
4772118-
198.376883251972.61411443050.000000000740.000065940.187
6675603-
83.228437758333.01710162970.000000000550607080Max.
Shear Force [N]Max. Bending Moment
[Nm]SectionStringer1Stringer2Stringer3Stringer4Stringer5Strin
ger6Stringer7Stringer8SectionStringer1Stringer2Stringer3String
er4Stringer5Stringer6Stringer7Stringer81-171.0416868549-
171.0416868549180.115595877980.11559587792-
79.8077401213-79.8077401213233.46110823633.4611082363-
42.5473208047-
42.5473208047315.574072800115.57407280014-
15.6192778635-
15.619277863546.19623891176.196238911755667788Shear
Stress [Pa]Normal Stress
[Pa]SectionStringer1Stringer2Stringer3Stringer4Stringer5String
er6Stringer7Stringer8SectionStringer1Stringer2Stringer3Stringe
r4Stringer5Stringer6Stringer7Stringer81-2730419.78920092-
2730419.789200920000001224288028224288027.60436500000
02-1882702.05523147-
1882702.055231470000002210496867.097453210496867.09745
30000003-1129175.18059197-
1129175.180591970000003124563593.055583124563593.05558
30000004-473742.125067922-
473742.125067922000000464805402.107917164805402.107917
100000055667788Principal Stresses [Pa]SectionStringer
#Sigma_1Sigma_2Signma_3Sigma_VMS.F.12224321262.04749
0-

15. 33234.4431250542224337881.1153661.23028709482221051370
4.7994550-
16837.7020020932210522124.1554651.31102610293212457382
8.2438770-
10235.1882930696124578946.1533622.21546263254264808865
.08479180-
3462.976874694264810596.64261724.258562863150607080
Shear Force Diagram
0 0 0 2.5000000000000001E-2
2.5000000000000001E-2 0.1 0.1 0.17499999999999999
0.2 0.2 0.30000000000000004 0.30000000000000004
0.4 0.4 0.5 0.5 0.6 0.6 0.8 0.8 1 1 0 -
473.3424163432 -380.38554082658459 -
380.38554082658459 -380.38554082658459 -
429.38554082658459 -430.68833982618457 -
479.68833982618457 -479.68833982618457 -
329.87715186123074 -329.87715186123074 -
330.75874516923074 -330.75874516923074 -
197.59324475593843 -197.59324 475593843 -
198.37688325193844 -198.37688325193844 -
81.857070390307669 -81.857070390307669 -
83.228437758307663 -83.228437758307663 0
Lenght [m]
Shear Force [N]
Bending Moment Diagram
0 0 0 2.5000000000000001E-2 0.1
0.17499999999999999 0.2 0.3 0.4 0.5 0.6 0.8 1

16. 0 0 224.68509219883387 215.17545367816925
184.8090381161754 150.66991262921155
138.67770413355692 105.68998894743385
72.614114430510767 52.854789954916924
33.017101629723086 16.645687551661545 0
Lenght [m]
Bending Moment [Nm]
Wing4Total Cost$82.61Min S.F.1.20Density Aluminum
[kg/m3]:Yeald Stress:2650276000000Individual
StringersDiameters [m]SectionX1 (m)X2
(m)#String1String2String3String4String5String6String7String8
Variables10.000.2020.01640.016420.200.4020.01180.0118Const
ants30.400.6020.010.0140.601.0020.010.01Change Manually if
variables are changed56Delete this cell78Total # Ribs:5Stringer
Weight [N]Rib
DimensionsSectionString1String2String3String4String5String6S
tring7String8RibLength [m]Volume [m3]Mass [kg]Weight [N]X
[m]10.65629724040.656297240410.20.00061.5915.5979020.431
00117280.431001172820.180.000541.43114.038110.230.342841
8420.34284184230.160.000481.27212.478320.440.6856836840.
68568368440.140.000421.11310.918530.6550.10.00030.7957.79
8951660007700088000Load Fuselage [N]Load Fuel [N]Total
Ribs [N]Total Stringers [N]Total Load [N]Lift
[N]1479860.831814.2316478784236.5634578784709.690373635
2Shear FoceBending Moment [CW+]OtherLoad [N]RibsLoad
[N]Lift [N]StringerLoad [N]OtherBM [N]RibsBM [Nm]Lift
[Nm]StringerBM [Nm]ReactionA-473.12691575681-
15.5979181.97189067571-
1.3125944808M0224.62127087131001-0.1312594481Fuselage

17. Mateo: Fuselage is divided between both wings.-73.52-
14.03811163.77470160812-0.8620023456Fuel-9.82-
2.80762232.75494032162-0.2586007037Fuel-983-
12.47832145.57751254063-0.685683684Fuselage03-
4.99132858.23100501623-0.3428418424-
10.91853127.3803234734-1.3713673684-
6.55111876.42819408384-1.09709389445-
7.7989590.9859453378505-
7.7989590.985945337850606060060707070070808080080Shear
Force Diagram Data[start]RaFuselage+Rib1+Lift1[stop]Fuel
(start)[stop]Stringer1Fuel
(end)[stop]Rib2[stop]Stringer2[stop]Rib3[stop]Stringer3[stop]R
ib4[stop]Stringer4[stop]Rib5X
[m]0000.0250.0250.10.10.1750.20.20.30.30.40.40.50.50.60.60.8
0.811V [N]0-473.1269157568-380.2529250811-
380.2529250811-380.2529250811-429.2529250811-
430.5655195619-479.5655195619-479.5655195619-
329.8289279538-329.8289279538-330.6909302994-
330.6909302994-197.5917377588-197.5917377588-
198.2774214428-198.2774214428-81.8156279698-
81.8156279698-83.1869953378-83.18699533780Bending
Moment Diagram
Data[start]Fuselage+Rib1+Lift1M0FuelStringer1Rib2Stringer2R
ib3Stringer3Rib4Stringer4Rib5X
[m]0000.0250.10.1750.20.30.40.50.60.81BM
[Nm]00224.6212708713215.1149477443184.7584783632150.62
85643961138.639426407105.656533611672.587440581752.828
266805833.000524661516.63739906760Stringers Dimension
PropertiesSectionArea [m2]
Mateo: per springerWeighted AreaMax. Shear [N]
Mateo: along whole stringerMax. BM [Nm]Inertia
[m4]10.0001262280.3701657459-

18. 479.5655195619224.62127087130.00000000320.0000828960.24
30939227-
330.6909302994138.6394264070.000000000930.000065940.193
3701657-
198.277421442872.58744058170.000000000540.000065940.193
3701657-
83.186995337833.00052466150.000000000550607080Max.
Shear Force [N]Max. Bending Moment
[Nm]SectionStringer1Stringer2Stringer3Stringer4Stringer5Strin
ger6Stringer7Stringer8SectionStringer1Stringer2Stringer3String
er4Stringer5Stringer6Stringer7Stringer81-177.5187282356-
177.5187282356183.147100267383.14710026732-
80.3889554319-
80.3889554319233.702401999533.70240199953-
38.3409378481-
38.3409378481314.036245416414.03624541644-
16.0858830764-
16.085883076446.38131692356.381316923555667788Shear
Stress [Pa]Normal Stress
[Pa]SectionStringer1Stringer2Stringer3Stringer4Stringer5String
er6Stringer7Stringer8SectionStringer1Stringer2Stringer3Stringe
r4Stringer5Stringer6Stringer7Stringer81-2812668.00132496-
2812668.001324960000001229163621229163621.38344100000
02-1939513.49719877-
1939513.497198770000002222000790.045686222000790.04568
60000003-1162903.78671705-
1162903.786717050000003146802688.090027146802688.09002
70000004-487894.54280798-
487894.54280798000000466741101.351300766741101.3513007
00000055667788Principal Stresses [Pa]SectionStringer
#Sigma_1Sigma_2Signma_3Sigma_VMS.F.12229198137.81259
30-
34516.4291524291229215397.9762921.20410758822222017733
.3436340-
16943.2979481667222026205.4774761.24309650483214681189
9.5042360-

19. 9211.4142091125146816505.4280651.87989762594266744667.
7947750-
3566.443474311466746451.0879744.135051309950607080
Shear Force Diagram
0 0 0 2.5000000000000001E-2
2.5000000000000001E-2 0.1 0.1 0.17499999999999999
0.2 0.2 0.30000000000000004 0.30000000000000004
0.4 0.4 0.5 0.5 0.6 0.6 0.8 0.8 1 1 0 -
473.12691575679997 -380.25292508110766 -
380.25292508110766 -380.25292508110766 -
429.25292508110766 -430.56551956190765 -
479.56551956190765 -479.56551956190765 -
329.82892795378461 -329.82892795378461 -
330.6909302993846 -330.6909302993846 -
197.59173775883076 -197.59173775883076 -
198.27742144283076 -198.27742144283076 -
81.815627969846147 -81.815627969846147 -
83.186995337846142 -83.186995337846142 0
Lenght [m]
Shear Force [N}
Bending Moment Diagram
0 0 0 2.5000000000000001E-2 0.1
0.17499999999999999 0.2 0.3 0.4 0.5 0.6 0.8 1
0 0 224.62127087132308 215.11494774429539
184.7584783632123 150.62856439606924
138.63942640702155 105.65653361164308
72.587440581704612 52.828266805821542

20. 33.000524661538471 16.637399067569234 0
Lenght [m]
Bending Moment [Nm]
1. How will you justify to the school board that so much money
has been spent with little to show in reading scores?
I think it is imperative for school board members to understand
growth is a process. While additional money has provided
research-based resources, it has only been two years since the
materials were purchased. I would explain that research often
shows that the implementation of new curriculums and
resources can actually cause a dip in test scores and that full
implementation gains are usually not noticed until after year
three. I would further explain that if a drop in scores is
expected with new programs, our scores have not dropped
significantly, and they are actually maintaining. I would present
a detailed timeline on the positives we hope to see in the third
year of implementation. I would also create a document which
provided school-wide progress monitoring data, which shows
students are making progress in standard-based instruction. I
would hope by sharing what research says, providing data and a
detailed timeline, and focusing on the positives, the board
members would have a renewed sense of trust and know funding
was not spent in vain. I would offer to meet with them again to
continue sharing student progress and keep them updated as we
approach and complete the third year of implementation. I
would also make sure to thankful them for the allotment because
without it, our students would not have the resources they need
and the change which is shown in the progress monitoring data
would not have occurred.
2. Someone from the audience wants to debate the fact that too

21. much money is being spent on education and believes state
funding for education should be under more scrutiny. How will
you address this concern?
If someone from the audience wanted to debate the fact that too
much money is being spent on education, I would gladly
provide information to guide them to a new view which is in
support of funding public education. When attending any type
of financial meeting, it is imperative for all teachers and school
executives to be well prepared to address any and all questions.
When attending a board meeting, I would come prepared with
facts from research, an outlined budget and exactly where it was
spent, documentation of trainings and costs, and progress
monitoring data. While it is important to explain how much
programs and resources cost, I think it would be powerful to
share the success of students with this individual. I would
explain progress monitoring data which proves the use of
resources and curriculums purchased by the state. I would
explain each component and how students are making growth
due to teachers being well trained and prepared through the
resources and materials provided by funding from the state. As
this individual is provided facts which show students are
showing growth, I would then explain the breakdown of funds
provided and how they were spent. In the end, I would hope the
individual would leave the meetings knowing two things. They
should understand the importance of research based curriculums
and resources and how they are helping our students. They
should also understand how expensive those resources are as
well as the training for teachers. It might even me impactful to
have data on teachers who implement the curriculum and
resources without training verses those who are provided with
proper training. That would also support using funding to train
and prepare teachers.
1. How will you justify to the school board that so much money
has been spent with little to show in reading scores?

22. I think it is imperative for school board members to understand
growth is a process. While additional money has provided
research-based resources, it has only been two years since the
materials were purchased. I would explain that research often
shows that the implementation of new curriculums and
resources can actually cause a dip in test scores and that full
implementation gains are usually not noticed until after year
three. I would further explain that if a drop in scores is
expected with new programs, our scores have not dropped
significantly, and they are actually maintaining. I would present
a detailed timeline on the positives we hope to see in the third
year of implementation. I would also create a document which
provided school-wide progress monitoring data, which shows
students are making progress in standard-based instruction. I
would hope by sharing what research says, providing data and a
detailed timeline, and focusing on the positives, the board
members would have a renewed sense of trust and know funding
was not spent in vain. I would offer to meet with them again to
continue sharing student progress and keep them updated as we
approach and complete the third year of implementation. I
would also make sure to thankful them for the allotment because
without it, our students would not have the resources they need
and the change which is shown in the progress monitoring data
would not have occurred.
2. Someone from the audience wants to debate the fact that too
much money is being spent on education and believes state
funding for education should be under more scrutiny. How will
you address this concern?
If someone from the audience wanted to debate the fact that too
much money is being spent on education, I would gladly
provide information to guide them to a new view which is in
support of funding public education. When attending any type
of financial meeting, it is imperative for all teachers and school
executives to be well prepared to address any and all questions.
When attending a board meeting, I would come prepared with
facts from research, an outlined budget and exactly where it was

23. spent, documentation of trainings and costs, and progress
monitoring data. While it is important to explain how much
programs and resources cost, I think it would be powerful to
share the success of students with this individual. I would
explain progress monitoring data which proves the use of
resources and curriculums purchased by the state. I would
explain each component and how students are making growth
due to teachers being well trained and prepared through the
resources and materials provided by funding from the state. As
this individual is provided facts which show students are
showing growth, I would then explain the breakdown of funds
provided and how they were spent. In the end, I would hope the
individual would leave the meetings knowing two things. They
should understand the importance of research based curriculums
and resources and how they are helping our students. They
should also understand how expensive those resources are as
well as the training for teachers. It might even me impactful to
have data on teachers who implement the curriculum and
resources without training verses those who are provided with
proper training. That would also support using funding to train
and prepare teachers.