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HP49G Civil Engineering andSurveying Applications

The first size listed is the downloaded file size and the second size listed is the sizeon the calculator.

There are 102 files totaling 5540KB in this category.

Abolladura (details ) 5KB/5KB

hec!s and calculates the internal "uc!ling of a # $etallic section.

By %uis &l"erto &lonso 'idales. 2000/05/20

AreaTopog 1.0 (details ) KB/1KB

i$*le *rogra$ to calculate and draw an area. +ou enter the coordinates and itcalculates and draws the area.

By Tacio ,hili* ansono-s!i ( ). 2002/02/0

Ar aduras 1.1 (details ) 101KB/20KB

This *rogra$ was *resented in the 3 # (3ational ongress of tudents ofi-il ngineering) in the city of the usco ,er around the 6 through 1 ofe*te$"er of the 2002. The *rogra$ is highly -ectorial and it uses $ethods

$atriciales for the solution7 it sol-es trusses7 cerchas or sta"le articulatestructures are already isost8ticas7 hi*erest8ticas7 "i or three di$ensional.

By 9ohn %a Torre s:ui-el. 2002/11/14

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Ar aduras isost!ticas 1.0 (details ) 15KB/5KB

&r$aduras is a *rogra$ that sol-es isostatics trusses.

By 9ohn %a Torre s:ui-el. 2002/05/21

b"#P$%&G$'A% 1.0 (eta 1 (details ) ;1KB/11KB

B<=*oligonal is a to*ogra*hy *rogra$ to calculate and $a!e ad<ust$ents on aclosed *olygon (e>ternal or internal angles only). ?urther$ore7 it $a!es a*reli$inary sight of the gra*hic of the *olygon. @ritten $ainly in yste$ A,%.

By Bel!in 9os Cuintana De-oz. 2001/0 /11

Calculo de Aviones y TransporteAereo (details )

EKB/15KB

o$e docu$entation a"out co$$ercial air trans*ort and air*lane design. #tcontents e>*lanations and for$ulas.

By ergio ,ereira Fayan ( ). 2002/02/24

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Calculos del )iagra a de *oody +.1 (details ) 6KB/4KB

&nother hydraulics *rogra$7 for calculating *i*es with Foody=s diagra$.

By 9ulio esar Aa$os rdoGez ( ). 2000/0 /2E

Ca inos 1.+ (details ) 20KB/5KB

ince a $ulti lane highway has not one cur-e "ut se-eral7 this *rogra$ refra$es=n= cur-es that can e>ist in the highway which you are going to refra$e. #t is si$ilar to the *re-ious -ersion7 "ut now it gi-es the result in *ictures7 since there arese-eral cur-es.

By harles alo$ 3uGez. 200 /0;/1;

Cinta1 1.1 (details ) 2KB/1KB

,rogra$ for $a!ing corrections with $etallic $etric ta*e.By 9ohn %a Torre s:ui-el. 2000/10/24

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C,rculo de *o-r 0.1 (details ) 1KB/1KB

&nalyzes the -ariation of forces at a *oint7 a**lica"le to i-il ngineering.

By d$undo anchari Huti rrez and #-8n &yalaBizarro. 200 /0 /16

Cli-p (details ) 6KB/10KB

alculates transition cur-es (clotoides) for roadway or railwaydesign. #t also calculates -ertical cur-es (acuerdos -erticales)7to <oin two different slo*es of a *lan.

By %uis &l"erto &lonso 'idales. 2000/05/2

Colebroo / -ite 1.0 (details ) 5KB/ KB

This *rogra$ finds the factor of friction IfI in closed *i*es to *ressure using thefor$ulates of % BA K @ #T and 3ewton Aa*hson nu$eric $ethod.

By 9ohn %a Torre s:ui-el. 2001/0 /15

Colu nas 1.0 (details ) 4KB/4KB

+et another *rogra$ for deter$ining colu$ns7 according to their *osition in thestructure.

By harles alo$ 3uGez. 200 /0;/1;

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Concreto 1.0 (details ) 2KB/4KB

This *rogra$ calculates the steel area when su**lying the $a>i$u$ $o$ent7 thegeo$etric characteristics of the rectangular or TJ "ea$. #t is also good forcalculating flagstones.

By Huilher$e Fagalh es &l$eida. 2001/0E/0E

Construcciones & 1.0 (details ) 20KB/10KB

i-il engineering *rogra$ for the course onstructions #.

By #-8n &yala Bizarro and d$undo anchariHuti rrez. 200 /0;/22

Cord 1.0 (details ) 1KB/2KB

@ill gi-e the north and east around a "oundry7 then gi-e the error of closure.

By Benson 9. @hitney. 2001/01/1

Cross 1.0 (details ) 1 KB/2KB

ol-es A iteration "etween 1 or 2 nodes.By hristian ?inotto ( ). 2000/02/0

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Cuboc C* 1.2 (details ) 45KB/ KB

&nalysis of a D di$ensional "loc!7 with lastic Fodule and ,oisson oefficientof a certain $aterial7 su"<ected to tria>ial forces.

By 9uan arlos Far! Cuiroga. 200 /0 /1

Curvas 1.1 (details ) 51KB/4KB

This *rogra$ allows reconsider cur-ed circular7 hais*rings and -ertical.

By %uis duardo 'aldi-ieso 'idal. 200 /05/0E

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Curvas Espirales 1.0 (eta (details ) KB/1KB

This *rogra$ calculates the ele$ents of a s*iral cur-e. +ou only ha-e to enter theradius of the circular *art7 the total deflection7 and the length of the s*iral.

By Husta-o &dolfo Ho$ez alderon ( ). 2002/0 /14

)iagra a de *asas para el ovi iento de tierras1.0 (details )

2KB/4KB

This is a *rogra$ for $a!e a $ass diagra$ fro$ the *rogressi-es and the cut7 filland cut fill areas in each section of the align$ent. Ae:uires C TK and T Dli"raries. Lse the hel* file to !now the $eaning of each nu$"er in the *rinci*alli"rary. Fade in Boli-ia.

By ,aul Kenneth Becerra al$on. 2002/06/22

)ise3o de *e cla H5C( 2001 (details ) 110KB/26KB

alculates the $i>ture *ro*ortion of concrete according to design factors.

By er"ard +oung ( ). 2001/01/11

)ise3o de Concreto Pres6or ado 0.1 (details ) KB/ KB

This is the initial release of IDiseGo de oncreto ,resforzadoI or IDesign of*restressed concreteI.

By %eMn arlos orona o*ado. 2002/02/24

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)ise3o de 7igas de Concreto 1.0 (details ) 2KB/11KB

Design of concrete "ea$s with shear and fle>ural forces.

By 9orge Hranados oto. 2001/10/2

E)A8 1.1 (details ) EKB/24KB

o$*lete and detailed li"rary that calculates e-ery co$*onent of a wasted watertreat$ent station.

By %uis &l"erto &lonso 'idales. 2001/0;/1;

Ele entos 6initos 49 +.0 (details ) 6KB/ KB

Lses the finite ele$ents $ethod to sol-e any flat structure using triangularele$ents.

By &l"erto ,olo astaGo. 2002/12/26

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E potra iento 1.0 (details ) 4KB/EKB

alculates the e$"edding $o$ent of a "ea$ su"$itted to different ty*es of load.,orted to the ,46.

By ?ernando 'argas AodrNguez and Hregorio FuGozarreGo. 2000/10/20

E potra iento H5C( 2002 (details ) ;KB/14KB

&llows one to find the e$*otra$iento $o$ents for the different cases of sectionsin "ea$s.

By er"ard +oung ( ). 2002/02/24

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Entibaciones 1.0 (details ) 4EKB/14KB

This *rogra$ hel*s you to find the forces actuating on ditch su**orts.

By ctor Bernardo. 2002/11/14

Escaleras 1.0 (details ) ;KB/ KB

,rogra$ for the design of stairs. as o*tions to calculate the @u7 with theco$"inations ty*e & # or the 0;0 nor$ of the A3 .

By harles alo$ 3uGez. 200 /0;/22

Es6uer os 2.1b (details ) 25KB/5KB

>cellent *rogra$ for calculating acti-e or *assi-e stresses in a soil "y Aan!inefor$ula7 gi-en n stratu$ and water le-el.#t also calculates total force and *oint ofa**lication. 'ery useful for sol-ing any ty*e of walls.

By %uis &l"erto &lonso 'idales. 2001/0;/15

Est!tica 1 C* 1.0 ( (details ) 2EKB/12KB

o$*ilation of so$e "asic *rogra$s that will hel* you "rea! u* a 2D or D-ector7 cross and dot *roduct7 FohrOs ircle7 $o$ents of inertia of functions7*hitagoras7 etc.

By 9uan arlos Far! Cuiroga. 2002/12/ 0

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Est!tica 2 C* 1. (details ) 26KB/12KB

o$*ilation of useful *rogra$s li!eP ,hitagoras7 orthogonal deco$*osition offorces7 analysis of circular and *ara"olic arches7 and analysis of distri"ute forces.

By 9uan arlos Far! Cuiroga. 2002/12/ 0

Estatica Ayuda 1.0 (details ) 5KB/5KB

el*s with statics. Deco$*oses a *unctual load on a "ea$ in the > co$*onent7gi-es the e:uations of straight line7 shar*7 and $o$ent7 as well as their ta"les ofshar* and $o$ent of the triangular and tra*ezoidal distri"uted loads7 and $uch$ore.

By rlando u8rez7 %eo*oldo Fagallanes .7 andu$"erto Farin. 200 /05/0

Estribos 1.1 (details ) 5KB/;KB

i-il engineering *rogra$ that calculates concrete ar$s in su**orts.

By 9os %uis 3ates D.. 200 /0;/26

Estructura H5C( Part 1 2002 (details ) 22 KB/ ;KBHathers the different $ethods of structural solution7 Fo$. $*otra$iento7 Fo$.#nercia7 Diag. 'igaH7 oluc. &r$aduras and ,orticos. ,art 1 of the original

structura + , *rogra$.

By er"ard +oung ( ). 2002/02/1;

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Estructura H5C( Part 2 2002 (details ) 126KB/;2KB

Hathers the different $ethods of structural solution7 including ?lechas y Hiros7Fet. ross7 Fet. Kani and Fo$. eccion 'aria"le. ,art 2 of the original

structura + B *rogra$.

By er"ard +oung ( ). 2002/02/1;

Estructuras Articuladas 1.0 (details ) 121KB/ KB

ol-es isostatics structures. Fa!es it easy to sol-e a hy*erstatic structure.

By ,a"lo olana. 2000/12/2E

:E*4;<49 .+S81 (details ) 1 46KB/2 KB

T ,A F# A TAL TLA&% &3&%+ # ?T@&A for the , 4EH/46Hseries calculators. #ts ease of use7 fle>i"ility7 *ower and ca*a"ilities co$"ined inone *ac!age are not seen in any other *rogra$ a-aila"le7 either co$$ercially oras freeware. ? F4E/46 sol-es fra$es7 trusses and continuous "ea$s. #ncludeswizards for geo$etry7 sections and loads. %in!s to D4E/46 data"ase. &ne>tensi-e $anual is included. o$*letely written in ysA,%. A1 fi>es a s$all"ug in the ,46 @#QAD $odule.

&uthor un!nown. 200 /05/14

:lec-as y Giros H5C( 2000. (details ) 1 6KB/20KB

?ind the arrows and turns for the different cases of loads in "ea$s.

By er"ard +oung ( ). 2000/12/01

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:lu"os de cortante 49 . (details ) 11KB/2KB

alculates and *lots the Icutting flowI (R) (flu<o de cortante) diagra$ in sectionsfor$ed "y narrow rectangles.

By &l"erto ,olo astaGo. 2002/12/26

:oClo 1.0 (details ) 2KB/1KB

This will close the n=th side of an n sided *olygon7 in F for$at. &ngular in*utand out*ut is in degrees $inutes seconds. Cuadrant "earings are not su**orted.

By Fichael Hu*ton. 200 /05/0

:ractura (details ) 1 KB/2KB

alculates the resistance of a $aterial to fracture "ased on the & TF E1

instruction a"out ?racture &nalysis.By %uis &l"erto &lonso 'idales. 2000/04/0E

:uer as y *o entos 1.1 (details ) KB/2KB

,rogra$ that reduces syste$s of forces to a gi-en *oint. #t=s good for a rigid solid

analysis.By 9uan ,a"lo Fuscari. 2000/10/01

G=o)i 2. .1 (details ) ;0KB/101KB

#s a geo$etrical calculation *rogra$$e7 si$ilar to the Fens *rogra$ for ,4E.onsidering the Fens *rogra$ is not co$*ati"le with the ,467 a new *rogra$

had to "e de-elo*ed. The *rogra$ is assisted "y a gra*hic dis*lay7 whichfacilitates the use and the search of the *rogra$s.

By Hou-eia Dinarco ( ). 2001/11/0

Geo asas 1.0 (details ) 14KB/5KB

This *rogra$ calculates all geo$etric characteristics of co$*le> sections (centerof gra-ity7 $o$ent of inertia7 coefficients of resistance) and $uch $ore. asy touse and *owerful.

By Fario Da-id antarossa. 2002/01/15

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Grado de -iperestaticidad (details ) 4KB/1KB

& *rogra$ to calculate Ihy*erstatic gradesI.

By 9a-ier egura F ndez. 200 /0 /01

Hardy/Cross 1.0 (details ) 44KB/4KB

alculates flows in *i*e nets with the ardy ross $ethod.

By enry li"eth7 ,erez astellanos7 and %uis &l"erto &lonso 'idales. 2000/11/0

Hel ert Trans6or ation 1.1 (details ) KB/1KB

el$ert transfor$ation is a 4 *ara$eter transfor$ation (2 translations7 1 rotation71 scale) "etween two *lain coordinate syste$s. This transfor$ation iso-erdeter$ined in case of $ore than 2 control *oints in each syste$. & solutionthat satisfies all transfor$ation in*uts $ay not e>ist. %F ATT returns thesolution with the $ini$u$ residuals of control *oints.

By ?ran! Aeichert ( ). 2002/05/22

H&CA49 +.+ (details ) 42;KB/ KB

oftware of ydraulics of hannels for the h*46H calculators. Directory of*rogra$s in s*anish dedicated for the analysis and design of channels of -ariedsectionsP tra*ezoidal7 circulate7 *ara"olic7 etc hydraulic *rofile7 *ro<ectionhydraulic7 included the *owerful %' and docu$ent of 40 *ages witha**lication e>a$*les in for$at ,D?.

By scar ?uentes ?uentes. 200 /0 /0;

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Hidro >tils 1.0 (details ) 12KB/4KB

e-eral utilities for hydraulics.

By &l"erto lgert. 200 /05/0

Hidrologia 1.0 (details ) 4KB/4KB

+ou ha-e -arious $ethods to calculate the a$ount of water or rain o-er a gi-en*lace. &$ong the $ethods areP Hoodrich7 Hu$"el7 and others.

By $ar . HarcNa Hodoy li-a. 2000/11/0

Hidrotools 1.0 (details ) 1KB/21KB

Hood *rogra$ for flow analysis in rectangular7 tra*ezial and circular channels. #tallows one to also sol-e the critical flow de*ending on geo$etry.

By Aeynaldo ,ulido and %uis &l"erto &lonso'idales. 2000/11/0

Hydraulics %ibrary (details ) 4KB/ KB

ontains a *artial flow *i*e calculator7 a tra*ezoidal ditch *rogra$7 and a cul-ertanalysis *rogra$ for circular *i*es.

By cott &. %ogsdon. 1666/10/24

&nerci49 (details ) EKB/ KBalculates all the *hysical data (area7 center of gra-ity and

$o$ents of inertia) of a *iece included "etween a function7 or straight7 *ara"olic7 e>*onential etc. and the a>es of coordinatesor a$ong another function with the sa$e characteristics.

By %uis &l"erto &lonso 'idales. 2000/05/2

&nercia H5C( 2000 (details ) 1 6KB/24KB

&llows one to find the $o$ents of inertia for the different cases of sections in"ea$s.By er"ard +oung ( ). 2000/11/25

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&ngenieria 2001 para HP49G 1.112 (details ) 56KB/;5KB

&ll the $aterial of alge"ra7 *hysics7 che$istry7 and calculus corres*onding to thefirst year of ci-il engineering at the Lni-ersity of once*cion7 hile.

By Au"en Daza Barra (Au"en ,) ( ). 2001/12/22

&'TE8%E77 1.2 (details ) 21KB/2KB

This *rogra$ carries out a si$*le inter*olation7 !nowing the "ench $ar!s of two*oints and distance "etween the$.

By %uis duardo 'aldi-ieso 'idal. 200 /05/0E

&teracion 1.0 (details ) KB/ KB

,rogra$ to $a!e iterations7 for calculating the necessary steel area.

By harles alo$ 3uGez. 200 /05/0

%i %i?<%i Plast 1.0 (details ) 4KB/1KB

Hets the %i:uid %i$it and the ,lastic %i$it of a certain ground7 analysis "ased onthe =Hrounds lasification Test=.

By 9uan arlos Far! Cuiroga. 200 /0E/ 0

%ineas y :iguras 1.@ (details ) ;0KB/1;KB

alculates geo$etric *ro*erties of "uilt co$*ound figures with si$*le figuresusing teiner=s theore$ of the *arallel a>es.

By 3elson frain 'argas oto. 200 /0 /0;

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*ateriales de construcci n 0.1 (details ) 1EKB/11KB

Ae-iew of the course IFateriales de onstrucciMnI a**lica"le to engineering.

By d$undo anchari Huti rrez and #-8n &yalaBizarro. 200 /0 /16

*etodo de Hardy Cross para 7igas 1.4 (details ) 112KB/ KB

This *rogra$ gi-es you the full iteration ta"le of the hardy cross $ethod.

By Ao"erto Barrenechea. 2002/10/11

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*o-r 0.9 (details ) KB/2KB

This is a "eta release of the u*co$ing Fohr *rogra$ for the 46. urrently it willcalculate *rinci*le stresses7 aswell as those at a *rescri"ed *lane angle. #t is also(# "elie-e) the first *rogra$ for the 46H to i$*le$ent te* "y te* solutions.

'ersion 1.0 will include gra*hical construction of Fohr=s circle and ele$entdiagra$s.

By Ao" &t!inson. 2001/01/0

*o . E potra iento en 7igas de secci n variable2002 (details )

1 KB/EKB

alculates the $o$ents in "ea$s of -aria"le section or "ea$s acarteladas.

By er"ard +oung ( ). 2002/02/24

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*o entos de E potra iento Per6ecto 1.2 (details ) ;KB/15KB

& $ore ela"orate -ersion of the original *rogra$ "y + B.

By Fichael Auiz and er"ard +oung ( ). 200 /05/0

'ivelaci n 0.2 (details ) 6KB/4KB

o$*ensates the "ench $ar!s in a geo$etric le-eling either co$*osed "etweentwo *oints of well !nown "ench $ar! or in a closed le-eling7 reco$$ended forfield wor!s in the to*ogra*hy area of i-il ngineering.

By d$undo anchari Huti rrez. 200 /05/0E

'&7E%E77 1.2 (details ) 0KB/ KB

This *rogra$ allows you to calculate a geo$etric le-eling of any di$ension and tocorrect7 as well as its against le-eling.

By %uis duardo 'aldi-ieso 'idal. 200 /05/0E

P.esp (details ) 2KB/4KB

alculates solid and dry weight7 *orosity7 and $ore for soil.

By %uis &l"erto &lonso 'idales. 2000/02/24

Perdidas en Tuberias (details ) KB/4KB

alculates loss in *i*es "y the azen @illia$s or Darcy @eis"ach $ethod.

By 9ohn &fanador and 9ulio esar Aa$os rdoGez ( ). 2000/0 /1E

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Pliop 1.4 (details ) EKB/;KB

,lio* is a si$*le *rogra$ which references the $ore i$*ortant o*erationala$*lificateur with the sche$e and the for$ula.

By 9. The!!eht. 2000/06/06

Porticos EG 1.0 (details ) KB/10KB

This *rogra$ is for $atri> structural analysis (ci-il engineering) with 2D structures.#t=s a little slow "ecause it=s written in Lser A,% and it has an error detectionroutine. +ou can analyze fra$es with end offset7 inclination of local a>es7 andso$e co$$ands of &,.

By liseo Hiraldo Fesa. 200 /0;/ 0

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Porticos49 1.2 (details ) 10KB/2 KB

This *rogra$ analyzes *orticos "y the $atri> $ethod.

By ?ernando 'argas AodrNguez. 200 /02/1E

Pot-enot 1.1 (details ) KB/;KB

,othenot is a *rogra$ for To*ogra*hy ##. alculates distances and angles.

By 9ohn %a Torre s:ui-el. 2001/0;/24

Prandtl/Colebroo 1.0 (details ) 2KB/1KB

$all and fast *rogra$ which calculates *i*e losses with the ,randtl ole"roo!$ethod.

By %uis &l"erto &lonso 'idales. 2000/11/1E

Propiedades Si bolicas 1.0 (details ) ;KB/1KB

This *rogra$ is a ada*tation for ? F46 to use sy$"olic inertias and elasticity

$odulate.By ctor 9ulio astillo. 200 /0 /0

8e anso 1.+ (eta (details ) 1;KB/;KB

alculates Ire$ansoI cur-es.

By %uis ?errero Fez:uida. 2000/11/06

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8eplanteo de Curvas 0.1 (details ) 10 KB/ KB

Aestates cur-es for designing highways.

By d$undo anchari Huti rrez. 200 /05/2;

S.>.C.S. 1. (details ) 20KB/2KB

Lnified syste$ for soil classification.

By 9uan arlos Far! Cuiroga. 200 /10/15

Seccion 1.0 (details ) 2KB/12KB

alculates the area7 center of gra-ity7 $o$ents of inertia and $ain angle of anysha*e.

By dwin Mrdo"a ( ). 2000/05/1

Secciones de pared delgada 49 @.0 (details ) 14KB/ KB

alculates the static constants (area7 center of gra-ity and $o$ent of inertia) of

flat sections for$ed "y narrow rectangles. asy to use. ,lots the section.By &l"erto ,olo astaGo. 2002/12/26

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Sectn4;<49 2.0 S82 (details ) 161KB/;KB

ross section *ro*erties *rogra$ which can calculate *ro*erties of elastic crosssections. &lso includes a section wizard. @ritten in yste$ A,% and includes aco$*rehensi-e $anual in @ord for$at. ,orted to the ,46 "y &ngelo uonzo.

A2 includes a *anish ,46 li"rary. &uthor un!nown. 200 /05/14

SE)4;<49 1.2 S81 (details ) 1 EKB/4KB

D4E/46 is a tructural ngineering Data"ase. #t can "e used for steel sections7sheet *iles etc. #t can "e used "y ? F4E/46 as an e>ternal *ro*erties data"ase. #tis also co$*letely *rogra$$a"le so you can use it in your own a**s. o$*letelywritten in ysA,%. #ncludes e>tensi-e $anual. ,orted to the ,46 "y dwin

Mrdo"a. A1 includes ,D? $anual and &# data"ase.

&uthor un!nown. 2002/01/11

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Sis os H5C( 2002 (details ) 1EKB/;0KB

Hathers the different $ethods of structural solution7 including the Futo $ethod7?or$as de Fodo7 dyna$ic analysis and the sawa $ethod.

By er"ard +oung ( ). 2002/02/1;

Steel Structures Ad issible Stess 7aluation1.0 (details ) 2KB/EKB

This s$all a*lication can "e used to calculate the allowa"le stress in steelcolu$ns wor!ing under co$*ression loads. #t uses the uler e:uation for elastic"uc!ling of colu$ns (slender colu$ns)7 and for inelastic "uc!ling of colu$ns it use

ngesser=s theory.

By Husta-o &dolfo Ho$ez alderon ( ). 200 /10/15

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Structural Engineering Tools 1.4 (details ) KB/2 2;KB

& collection of *rogra$s for analyzing co$"ined stresses in wood $e$"ers7 steelcolu$n "as *lates7 concrete s*read footings7 concrete and $asonry walls7 and$any $ore. @ritten in Lser A,%. &nalysis in accordance with Lnifor$ Building

ode7 & #7 &# and 3D .By te-e andhorst. 2000/12/22

Survey Pac 1.00 (details ) 15KB/ 0KB

Hreat sur-ey *ac!age different fro$ others. #ncludes total close7 *oint to *oint( H )7 le-el run7 and road design.

By 9.,. tewart. 2002/05/21

Survey Triangles 1.1 (details ) 4KB/2KB

Lser A,% triangle directories for the 4EH/H or 46H where angular in*ut andout*ut is in F .

By Fichael Hu*ton. 2001/04/20

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Survey or s +.01 (details ) 0KB/22KB

ur-ey@or!s is a co$*lete sur-ey *rogra$ written s*ecifically for land sur-eyorsand college students. tore u* to 1500 *oints7 no $e$ory card needed7 sta!e out*oints7 sta!e a line7 intersect a line7 sideshot calculation7 tra-erse calculations7

"earing sideshot calculations7 "earing tra-erse calculations7 $enu dri-en7 hel*wizards7 in-erse "y *oint nu$"er7 in-erse "y coordinates7 con-ert azi$uth to"earing7 -iew and store *oints7 $anually calculate acreage using *oints7 ad<ustdata (rotate or $o-e *oints)7 download data (send data to your fa-orate &D*rogra$) and $any other features.

By Danny Kellogg ( ). 2002/02/0

Topo.ron 1.0 (details ) 4KB/EKB

To*ogra*hy *rogra$ with *olygons and $ore.

By Aonald ,allares %o"o. 200 /05/0

Topogra6,a (details ) ;KB/EKB

alculates di-erse ele$ents of to*ogra*hy li!e area "y coordinates7 con-ersionsof area7 dou"le radiation7 calculation of azi$uths7 tachy$etry7 corrections "y

catenary and traction7 etc.By ?ernando 'argas AodrNguez and Hregorio FuGoz

arreGo. 2000/0 /05

Topogra6ia 1.0 (details ) 10KB/10KB

>cellent li"rary of To*ogra*hy for new and old student of the $atter. Thiscontains a great -ariety of *rogra$ that is of a great use for the uni-ersitystudents of i-il ngineering.

By ?rancisco &. aleta .. 200 /0E/ 0

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Tra ado )e 7ias 1.0 (details ) 11KB/4KB

i-il engineering *rogra$ that wor!s with tangents7 coordinates7 distance"etween *oints7 slo*es7 and $ore.

By ric! &liendres. 200 /05/0E

Truss4;<49 4.2 S82 (details ) 115KB/E 1 KB

tructural engineering a**lication which can calculate the following things of anygi-en trussP $e$"er elongations7 $e$"er nor$al force7 $e$"er nor$al stress7nodal dis*lace$ents7 and reaction forces. @ritten in yste$ A,% (includes sourcecode) with so$e asse$"ly language and includes a co$*rehensi-e $anual in@ord for$at. A2 includes *anish ,46 li"rary.

&uthor un!nown. 200 /05/14

Truss6e 1.2 (details ) 42KB/EKB

Three di$ensional analysis of hy*erstatic and static truss with the finite ele$ent$ethod.

By &le<o 9i$ nez hong ( ). 200 /05/0E

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7alpn 1.0 (details ) 4KB/1KB

,erfor$s $aterial resistance calculations "y ta!ing a s:uare $atri> andcalculating its eigen-ectors and eigen-alues7 <ust li!e H'7 "ut it changes the-ectors for the unitary ones (with the sa$e direction) and7 if three di$ensional7

chec!s if they for$ a direct reference syste$..By sar HarcNa HarcNa ( ). 2000/11/0

7igaG 4.1b (details ) 1 ;KB/24KBtructural analysis *rogra$ for all ty*es of "ea$s.

By dwin Mrdo"a ( ). 2001/05/1E

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7igas 2.1 (details ) 12KB/14KB

ol-es "ea$s for structural engineering.

By %uis &l"erto &lonso 'idales. 2000/0 /0E

7igas 'TC;@ 1.1 (details ) ;KB/ KB

Design of "ea$s of reinforced concrete7 "ased on the I3or$as T cnicaso$*le$entarias del Aegla$ento de onstrucciones del Distrito ?ederalI

(3T E of the regulation of constructions of Fe>ico ity).

By &le<o 9i$ nez hong ( ). 2001/01/0

eibull 1.0 (details ) 5KB/4KB

alculates @ei"ull e:uation *ara$eters.

By 9ulio esar To"ar Ho$ez. 2002/02/24

Bapata 1.0 (details ) ;KB/EKB

,rogra$ for the design of isolated shoes. Fa!es the design ty*e cuts and -erifiesit "y *unching.

By harles alo$ 3uGez. 200 /0;/22

Bapatas (details ) KB/2KB

alculates the $a>i$u$ stress of soil caused "y any footing.

By %uis &l"erto &lonso 'idales. 2000/02/24