1/4

2/4 Truss Systems
History of  Trusses
3/4
Welcome to my compendium website on truss systems and the history of trusses. In architecture and structural engineering, a truss is a static structure consisting of straight slender members inter-connected at joints into triangular units. Important words covered in this website: Truss Systems, History Trusses Statics Triangle, Strength Construction, Engineering, Bridges, Tension, Bending, Diagonal, Compression, Vertical, Shear,  Elements, Materials, Fabrication, Transportation, Machinery, Labor, Concrete, Welding, Design, Modern, Dwellings, Portable, Plane, Joints, Structure, Documentation, Roof, Rafter, Purlin, Diagram, Frame, Attic, Connector, Terminology, Floor, Drawing, Strength, Integrity, Rational, Material, Greek Architecture, Lintel. 



You can find this site again  by typing in the  Google search engine  the unique word " 1sessurT "  which is  OR " Trusses1 " backwards.

14,866  Words on the very large website.

4/4

If after you scan to the bottom of this  website and still can't find the information you are looking for try another Google search here.
Contact information for this Website:
 
Brian Nelson, Webpage Marketing Consultant 

 31 Gessner Rd. Houston, TX  12/20/2007 12:39 PM -0600
713-467-3025  Fax 713-467-3192  
Click: E-mail me

You are at: http://www.IdeaPhotos.com/Truss-Systems/History-Of-Trusses.html    ud 12/20/2007 12:39 PM -0600  Bookmark this page now!

Misspelled words used to find this page 1 of 7.truss, tluss, trus, tlus, trsus, turss, rtuss, system, cystem, cystum, sustem, sustum, cistem, cistum, sistem, systum, sistum, sistems, systums, sistums, systems, sytems, sysems, systms, systes, sstems, sustums, cistems, cistums, cystems, cystums, sustems, systens, systesm, systmes, sysetms, sytsems, ssytems, ysstems, ystems, history, hitory, hisory, histry, histoy, historie, histolie, hstory, histery, histerie, hystoly, hystorie, hystolie, hystery, hysterie, hystory, histoly, h1story, histoyr, histroy, hisotry, hitsory, hsitory, ihstory, histor, istory, truses, tlusses, tluses, trusses, trusss, tusses, trsses, trus3s, trussse, trusess, trsuses, tursses, rtusses, static, statik, statics, satics, sttics, staics, statcs, statis, stat1cs, statisc, statcis, staitcs, sttaics, sattics, tsatics, tatics, strength, strengh, streigngth, stleigngth, striegngth, stliegngth, srength, stength, strngth, stregth, strenth, stlength, stregt, strengt, strent, stlengt, streigngt, stleigngt, striegngt, stliegngt, srengt, stengt, strngt, stremgth, strenght, strentgh, stregnth, strnegth, sterngth, srtength, tsrength, trength, triangle, triangul, traingul, tliangul, tlaingul, tiangle, trangle, tringle, triagle, trianle, triange, tlaingel, tliangre, traingle, tlaingre, triangel, traingel, triangre, traingre, tliangle, tlaingle, tliangel, tr1ang1e, tr1angle, triamgle, trianlge, triagnle, trinagle, tirangle, rtiangle, triangl, riangle, construction, constrction, constrution, construcion, constructin, constructiom, cnstruction, constluctiom, costruction, contruction, consruction, constuction, constlucton, constlucshun, constlucshon, construcsion, constlucsion, constructon, construcshun, construcshon, constluction, constlucchun, construdion, construdiom, construdon, constludion, constludiom, constludon, construcchon, construcchun, constlucchon, constrctio, constructio, construtio, constluctio, construcio, construdio, constructo, constludio, cnstructio, costructio, contructio, consructio, constuctio, construct1on, comstruction, constructino, constructoin, construciton, construtcion, constrcution, consturction, consrtuction, contsruction, cosntruction, cnostruction, ocnstruction, onstruction, engineering, egineering, enineering, engneering, engieering, engineeing, engineerng, engineerig, engineelint, enginelint, enginearing, enginering, engineerint, enginearint, enginerint, engineeling, engineling, eigngineling, engeigneeriegng, engiegneering, engeigneering, iegngeigneeling, iegngineeling, eigngiegneering, eigngineerint, engeigneriegng, engiegnering, engeignering, iegngeigneerint,
 

History of Trusses

The earliest trusses were made out of timber (wood). The ancient Greeks used truss construction for their dwellings. In 1570 Andrea Palladio published I Quattro Libri dell'Architettura, which contained instructions for wooden trussed bridges.

Statics of trusses

Outer vertical members are in tension, lower horizontal members in tension, shear, and bending, diagonal and top members are in compression. The central vertical member stabilizes the upper compression member, preventing it from buckling. If the top member is sufficiently stiff then this vertical element may be eliminated. If the lower chord is sufficiently resistant to bending and shear, the outer vertical elements may be eliminated. The inclusion of the elements shown is largely an engineering decision based upon economics, being a balance between the costs of raw materials, off-site fabrication, component transportation, on-site erection, the availability of machinery and the cost of labor. In other cases the appearance of the structure may take on greater importance and so influence the design decisions beyond mere matters of economics. Modern materials such as post-stressed concrete and fabrication methods, such as automated welding, have significantly influenced the design of modern bridges.

A building under construction in Shanghai. The truss sections stabilize the building and will house mechanical floors. A building under construction in Shanghai. The truss sections stabilize the building and will house mechanical floors.

In order for a truss with pin-connected members to be rigid, it must be composed entirely of triangles. In mathematical terms, we have the following necessary condition for stability:m  \ge  2j - r \qquad \qquad \mathrm{(a)} where m is the total number of truss members, j is the total number of joints and r is the number of reactions (equal to 3 generally) in a 2-dimensional structure.

When m = 2j − 3, the truss is said to be statically determinate because the (m+3) internal member forces and support reactions can then be completely determined by 2j equilibrium equations, once we know the external loads and the geometry of the truss. Given a certain number of joints, this is the minimum number of members, in the sense that if any member is taken out (or fails), then the truss as a whole fails. While the relation (a) is necessary, it is not sufficient for stability, which also depends on the truss geometry, support conditions and the load carrying capacity of the members.

Some structures are built with more than this minimum number of truss members. Those structures may survive even when some of the members fail. They are called statically indeterminate structures, because their member forces also depend on the relative stiffness of the members, in addition to the equilibrium condition.
 

Analysis of trusses

Cremona diagram for a plane truss

Cremona diagram for a plane truss

The analysis assumes that loads are applied to joints only, not to the members. The estimated weights of bars are either omitted or, if required, they are applied to the joints (a half of the weight to each of the bar joints). As long as loads are applied only at the joints of a truss, and the joints act like "hinges", every member of the truss is in pure compression or pure tension -- shear, bending moments, and other more complex stresses are all practically zero. This makes trusses easier to analyze. This also makes trusses physically stronger than other ways of arranging material -- because nearly every material can hold a much larger load in tension and compression than in shear, bending, torsion, or other kinds of stress. Structural analysis of trusses of any type can readily be carried out using a matrix method such as the matrix stiffness method or the flexibility method.

Forces in members
On the right is a simple, statically determinate flat truss with 9 joints and (2 x 9 − 3 =) 15 members. External loads are concentrated in the outer joints. Since this is a symmetrical truss with symmetrical vertical loads, it is clear to see that the reactions at A and B are equal, vertical and half the total load.

The internal forces in the members of the truss can be calculated in a variety of ways including the graphical methods:

Or the analytical Ritter method (method of sections).

In the Cremona method, first the external forces and reactions are drawn (to scale) forming a vertical line in the lower right side of the picture. This is the sum of all the force vectors and is equal to zero as there is mechanical equilibrium.

Since the equilibrium holds for the external forces on the entire truss construction, it also holds for the internal forces acting on each joint. For a joint to be at rest the sum of the forces on a joint must also be equal to zero. Starting at joint Aorda, the internal forces can be found by drawing lines in the Cremona diagram representing the forces in the members 1 and 4, going clockwise; VA (going up) load at A (going down), force in member 1 (going down/left), member 4 (going up/right) and closing with VA. As the force in member 1 is towards the joint, the member is under compression, the force in member 4 is away from the joint so the member 4 is under tension. The length of the lines for members 1 and 4 in the diagram, multiplied with the chosen scale factor is the magnitude of the force in members 1 and 4.

Now, in the same way the forces in members 2 and 6 can be found for joint C; force in member 1 (going up/right), force in C going down, force in 2 (going down/left), force in 6 (going up/left) and closing with the force in member 1.

The same steps can be taken for joints D, H and E resulting in the complete Cremona diagram where the internal forces in all members are known.

In a next phase the forces caused by wind must be considered. Wind will cause pressure on the upwind side of a roof (and truss) and suction on the downwind side. This will translate to asymmetrical loads but the Cremona method is the same. Wind force may introduce larger forces in the individual truss members than the static vertical loads.

 Design of members
Once the force on each member is known, the next step is to determine the cross section of the individual truss members. For members under tension the cross-sectional area A can be found using A = F × γ / σy, where F is the force in the member, γ is a safety factor (typically 1.5 but depending on building codes) and σy is the yield tensile strength of the steel used.
The members under compression also have to be designed to be safe against buckling.
The weight of a truss member depends directly on its cross section -- that weight partially determines how strong the other members of the truss need to be. Giving one member a larger cross section than on a previous iteration requires giving other members a larger cross section as well, to hold the greater weight of the first member -- one needs to go through another iteration to find exactly how much greater the other members need to be. Sometimes the designer goes through several iterations of the design process to converge on the "right" cross section for each member. On the other hand, reducing the size of one member from the previous iteration merely makes the other members have a larger (and more expensive) safety factor than is technically necessary, but doesn't require another iteration to find a buildable truss.

The effect of the weight of the individual truss members in a large truss, such as a bridge, is usually insignificant compared to the force of the external loads.

Design of joints
After determining the minimum cross section of the members, the last step in the design of a truss would be detailing of the bolted joints, e.g., involving shear of the bolt connections used in the joints, see also shear stress.

Truss types

A metal plate-connected wood truss is a roof or floor truss whose wood members are connected with metal connector plates.

There are two basic types of trusses. The pitched truss or common truss is characterized by its triangular shape. It is most often used for roof construction. Some common trusses are named according to their web configuration. The chord size and web configuration are determined by span, load and spacing. The parallel chord truss or flat truss gets its name from its parallel top and bottom chords. It is often used for floor construction.
Vierendeel truss

A special truss is the Vierendeel truss, named after the Belgian engineer Arthur Vierendeel [1], who developed the design in 1896. Also described as a Vierendeel frame, this truss has rigid upper and lower beams, connected by vertical beams. The joints are also rigid. In this statically indeterminate truss, all members are subject to bending moments. Trusses of this type are used in some bridges (see Vierendeel bridge), and were also used in the frame of the 'Twin Towers' World Trade Center. By eliminating diagonal members the creation of rectangular openings for windows and doors is simplified since this truss can reduce or eliminate the need for compensating shear walls.

Misspelled words used to find this page 2 of 7. iegngineling, eigngiegnering, eignginerint, engeigneariegng, engiegnearing, engeignearing, iegngiegneering, iegngineerint, eigngiegnearing, eignginearint, engeigneeliegng, engiegneeling, engeigneeling, iegngiegnering, iegnginerint, eigngiegneeling, eigngineelint, engeigneeriegnt, engiegneling, engeigneling, iegngiegnearing, iegnginearint, eigngiegneerint, eigngeigneering, eigngineering, engiegneerint, engeigneerint, iegngiegneeling, iegngineelint, eigngeigneeriegng, eigngeignering, eignginering, engiegnerint, engeignerint, iegngiegneerint, iegngeigneering, iegngineering, eigngeignearing, eignginearing, engiegnearint, engeignearint, iegngeigneeriegng, iegngeignering, iegnginering, eigngeigneeling, eigngineeling, engiegneelint, engeigneelint, iegngeignearing, iegnginearing, eigngeigneerint, 3ng1n3r1ng, 3mg1n3r1ng, eng1ner1ng, engineerign, engineernig, engineeirng, enginereing, engienering, engnieering, enigneering, egnineering, negineering, bridge, brege, blege, brige, blidge, blige, liges, riges, lidges, blides, briges, blidges, bliges, ridges, brides, bridges, bridgs, brdges, bidges, br1dges, bridgse, bridegs, brigdes, brdiges, birdges, rbidges, tension, tenson, tensin, tensiom, tnsion, tesion, tenion, tenshun, tention, tens1on, temsion, tensino, tensoin, tenison, tesnion, tnesion, etnsion, tensio, ension, ending, endint, endyng, endynt, bendng, bening, beding, bnding, bending, beignding, biegndeigng, beigndyng, biegndeignt, beigndint, biegndiegng, beigndeigng, biegndiegnt, beigndeignt, beigndiegng, bendeigng, beigndiegnt, bendeignt, biegnding, bendiegng, biegndyng, bendiegnt, biegndint, bendynt, bendint, bendyng, bendig, biegneignt, beigning, bendyg, biegniegng, beignint, beigndig, biegniegnt, beigneigng, beigndyg, beigneignt, biegndig, beigniegng, benint, biegndyg, beigniegnt, beneigng, biegning, beneignt, biegnint, beniegng, biegneigng, beniegnt, bend1ng, bemding, bendign, bendnig, benidng, bedning, bneding, ebnding, bendin, ="diagnal, diagonal, diagoal, diagonl, dagonal, digonal, diaonal, daigonal, dyagonal, diagonar, daigonar, dyagonar, d1agona1, d1agonal, diagomal, diagonla, diagoanl, diagnoal, diaognal, digaonal, idagonal, diagona, iagonal, compression, compressin, compressiom, compresiom, complessiom, cmpression, complesiom, copression, comression, compession, comprssion, compresson, compretion, complestion, compresion, completion, complession, complesion, compresshun, compreshun, complesshun, compleshun, comprestion, conpr3s1om, compr3s1om, compr3s1on, compres1on, compressino,
Truss Uplift

An Uplifting Experience

Truss uplift has nothing to do with plastic surgery or under- garments. It is a phenomenon common in homes built with roof trusses as opposed to rafters.

If a house suffers from truss uplift, the top floor ceilings literally lift off the interior walls in the winter. They drop back down in the summer. Needless to say, this is a tad disconcerting to the homeowner. At first glance, one might assume that the floors have settled. Actually the ceiling has gone up - sometimes creating a gap of as much as two inches where interior walls meet the ceilings.

What is a Truss?

Trusses are prefabricated structural assemblies which hold up the roof and the top floor ceilings. Trusses tend to be a stronger lighter and less expensive approach to roof framing. Trusses are strong because they make use of the most efficient geometric shape we know of - the triangle. Trusses are a series of triangles fastened together with gusset plates. The outside members of a truss are called chords while the inner pieces are known as webs.

Why Truss Uplift?

Houses have changed over the years. Attics of newer houses have lots of insulation and ventilation. They also have roof trusses instead of rafters and ceiling joists.

The bottom chord of a truss is buried below a deep blanket of insulation. Even on the coldest days the bottom chord is nice and warm. The top chords however, are above the insulation and get very cold in a well ventilated attic.

While the bottom chord is warm and is drying out, the top chords are doing just the opposite. The cold winter air has very high relative humidity. The top chords absorb moisture from the air causing them to elongate.

With the top chords growing and the bottom chord shrinking, the truss arches up in the middle causing the ceilings to lift off the walls. In the summer, the cycle reverses itself.

Truss uplift

What Is The Problem?

No problem really - from a structural point of view. But cosmetically it's another story. No one has yet solved the problem, but some builders mask it by securing the ceiling drywall to the top of the walls and not to the trusses for a distance of 18 inches away from the walls. The drywall flexes and stays fastened to the walls while the trusses lift above it.

Others use a decorative molding where the walls meet the ceilings. They fasten the moldings to the ceilings but not to the walls. As the ceilings move up, the mouldings go with them hiding the gap.

One little tip to remember. If you're redecorating, always do it in the winter when the ceiling is at its highest point. Otherwise you'll have a stripe around the room below the moulding next winter!

Misspelled words used to find this page 3 of 7. compressoin, compresison, comprsesion, comperssion, comrpession, copmression, cmopression, ocmpression, vertical, vetical, verical, vertcal, vertial, verticl, vrtical, verticar, veltical, velticar, burtical, burticar, vurtical, vurticar, vertica, veltica, burtica, vurtica, vrtica, vetica, verica, vertca, vertia, vert1ca1, vert1cal, verticla, vertiacl, vertcial, veritcal, vetrical, vretical, evrtical, ertical, elements, element, eelmeignt, eremant, elemiegnt, eement, eremiegnt, elment, leemiegnt, eleent, eelmiegnt, elemnt, elemet, elemeignt, eremeignt, leemeignt, eelment, leement, erement, eerment, elemant, eelmant, leemant, eermant, elemants, eelmants, leemants, eermants, eelments, leements, erements, eerments, eelmiegnts, elemets, elemens, elemeignts, eremeignts, leemeignts, eremants, eelmeignts, eements, elemiegnts, elments, eremiegnts, eleents, leemiegnts, elemnts, e1enemts, elenemts, elememts, elemenst, elemetns, elemnets, eleemnts, elmeents, lements, material, mterial, maerial, matrial, mateial, materal, materil, matoriar, matorial, matorail, materair, matelair, matorair, maturair, mateliar, materail, maturial, maturail, materiar, maturiar, matelial, matelail, materiars, maturiars, matelials, matelails, mateliars, materails, maturials, maturails, materials, materils, materias, mterials, maerials, matrials, mateials, materals, matorials, matorails, matoriars, materairs, matelairs, matorairs, maturairs, nater1a1s, nater1als, naterials, materiasl, materilas, mateirals, matreials, maetrials, mtaerials, amterials, aterials,fabricatin, fabricatiom, fabrication, fablicatiom, fbrication, fabricachon, farication, fablicachon, fabication, fabricachun, fabrcation, fablicachun, fabriation, fabriction, fabricaion, fabricasion, fablicasion, fabricaton, fabricashun, fabricashon, fablication, fablicaton, fablicashun, fablicashon, fbr1cat1on, phbr1cat1on, fabr1cat1on, fabricatino, fabricatoin, fabricaiton, fabrictaion, fabriaction, fabrciation, fabircation, farbication, fbarication, afbrication, fabricatio, abrication, transportation, tlanspoltatiom, transporation, transporttion, transportaion, tansportation, transportatin, trnsportation, transportatiom, trasportation, transpertatiom, tranportation, transpoltatiom, transortation, tlansportatiom, transprtation, tlanspertatiom, transpotation, tlanspertachon, tlansportachun, transportachon, tlanspoltachun, transpoltachon, tlanspertachun, transpertachon, transportachun, transpoltachun, transpertachun, tlansportachon, tlanspoltachon, tlanspertashun,
Truss (A Structural Engineering Definition)

What is a Truss?

A truss is a structural system composed of members designed to resist only axial loads (tension or compression). Ideally, the members see no bending moment or torsion.

In reality, the members in a truss do see a small amount of bending and twisting, however these loads are small and the axial loads (tension or compression) are significant.

How is a Truss made?

To create a theoretical truss, all members must be connected at their ends by a frictionless connection. The center axis of each member should intersect exactly at a common point.

Connecting members in this manner does not permit bending moment to be transferred through the joint (the connection point), as the ends are free to rotate.

Actually, a truss is made by connecting the ends of the members by welding, bolting, etc. The neutral axis of each member may only come close to intersecting at a center point. This means that the members will see some bending moments, however the significant loads will be axial (tension or compression).

Why?

Trusses are used because they make very efficient use of the strength of the members. They are light and use less materials than a comparable moment-resistant frame.

To help understand this, go to your pile of bricks and pick out a long, slender brick (like a 1x16 Technic beam). Try to bend it by placing your thumbs in the center and your index fingers on the ends. It will flex easily and you should get the feeling that if you pressed hard enough, you would break it.

Now, take two long axles and put them through the end holes of the beam. Wrap your index finger and middle finger around the axle, with the beam between your fingers. Do this at both ends of the beam. Try to pull or compress the beam (i.e. apply load so that it is in the direction of the length of the beam- the axial direction). You should get the feeling that it would be very difficult to break if loaded in this manner. A truss loads each member in this way (axially).

How about some examples?

The key to a truss is a triangle. All members must be connected so that only triangles are formed.

Figure 1 (to left) shows several examples of simple 2-dimensional trusses. The trusses are just simple schematics of how the members should be arranged.

The ends of the members all connect at a common point (the joint). The members are connected so that only triangles are formed.

Figure 2 (to left) shows examples of structures that are NOT trusses. The ends of the members do not connect at common points.

The resulting structure does work, but the members see a substantial amount of bending. This structure is called a frame. The joints (connections of the members) must be able to transfer bending moment and consequently, the members must be sized larger to handle the moment.


A Closer Look...

Figure 3 (to left) shows a simple moment-resistant frame. The members are relatively thick, and in this case are I-shaped beams (viewed from the side).

Figure 4 (to left) shows a truss structure equivalent to the frame. The members are slender and lighter than those of the frame. Compared to the frame, you will notice the addition of a 5th member: a diagonal connecting two opposite corners. This also divides the square frame into two triangles.

Figure 5 (to left) shows the truss with a lateral load from the left. The diagonal member will be in tension (it is pulled axially).

Figure 6 (to left) shows the truss with the lateral load reversed. In this case, the diagonal member will be in compression ("squashed" axially).


An alternate to solid members:

The solid diagonal member (shown in figures 5 and 6) can be replaced by a X pattern of cables. Figure 7 (to left) shows the cables in place of the diagonal.

 

 

Two cables (in the X pattern) must be used as cables cannot take compression loads. As the frame is side loaded (see figure 8), one cable will

Misspelled words used to find this page 4 of 7.transpoltaton, tlanspertasion, tlanspertashon, transpoltashun, transportaton, tlanspoltasion, tlanspoltation, transpoltashon, transportashun, tlanspoltaton, tlansportation, transportashon, tlanspoltashun, tlansportaton, transpertation, tlanspoltashon, tlansportashun, transpertaton, transportasion, tlansportashon, transpertashun, transpertasion, tlanspertation, transpertashon, transpoltasion, tlanspertaton, transpoltation, tlansportasion, transportat1on, tramsportation, transportatino, transportatoin, transportaiton, transporttaion, transporattion, transpotration, transprotation, transoprtation, tranpsortation, trasnportation, trnasportation, tarnsportation, rtansportation, transportatio, ransportation, machinerie, machinery, machinelie, machynery, mchinery, machynely, mahinery, machynerie, macinery, machynelie, machnery, machiery, machinry, machiney, macheignelie, machiegnery, machiegnely, machiegnerie, machiegnelie, macheignery, macheignely, macheignerie, machinely, nach1mery, nachimery, machimery, machineyr, machinrey, machienry, machniery, macihnery, mahcinery, mcahinery, amchinery, machiner, achinery, ="labor, labur, rabur, rabol, rabor, labol, arbur, albur, arbol, albol, arbor, albor, 1abor, labro, laobr, lbaor, concrete, cncrete, cocrete, conrete, concete, concrte, concree, concleght, concreght, conclete, comcrete, concreet, concrtee, concerte, conrcete, cocnrete, cnocrete, ocncrete, concret, oncrete, weldig, welding, wlding, weding, weling, weldng, wheldiegnt, wheldeignt, weldiegng, weldeigng, werdiegng, werdeigng, wlediegng, wledeigng, weldiegnt, weldeignt, werdiegnt, werdeignt, wlediegnt, wledeignt, wheldiegng, wheldeigng, wherdiegng, wherdeigng, wherding, wheldint, wherdint, weldyng, werdyng, wledyng, werdynt, weldynt, wherdyng, wledynt, wheldyng, wleding, wheldynt, weldint, werding, wledint, werdint, whelding, elding, erdint, erdyng, leding, erdynt, eldint, ledint, eldyng, ledyng, eldynt, ledynt, erding, wheldin, werdiegn, wheldyn, wlediegn, wherdin, wheldiegn, wherdyn, weldin, wherdiegn, weldeign, weldyn, werdeign, werdin, wledeign, werdyn, wheldeign, wledin, wherdeign, wledyn, weldiegn, we1d1ng, weld1ng, weldimg, weldign, weldnig, welidng, wedling, ewlding, design, deign, desine, desin, din, dein, diegn, des1gn, desigm, desing, desgin, deisgn, dseign, edsign, desig, desgn, dsign, esign,modern, modeln, moder, modar, model, noderm, moderm, modenr, modren, moedrn, mdoern, omdern, moden, modrn, moern, mdern, odern, dwelling, delling, dwlling, dwellng, dwellig, dwherlint, dwhelint, dwerling, dwleling, dwlering, dweling, dwering, dwellint, dwerlint, dwlelint, dwlerint, dwelint, dwerint, dwhelling, dwherling, dwheling, dwhering, dwhellint, dwlerints, dwelints, dwerints, dwhellings, dwherlings, dwhelings, dwherings, dwhellints, dwherlints, dwhelints, dwellings, dwerlings, dwlelings, dwlerings, dwelings, dwerings, dwellints, dwerlints,
 Lane Truss Documentation Project
Lane Truss Patent Drawing

In the latter part of the nineteenth century, entrepreneurial bridge-building companies flourished throughout the United States in response to an insatiable demand for railroad and highway bridges. While monumental bridges like the Brooklyn Bridge dominated the headlines, engineers and inventors were also tinkering with scores of bridge designs meant for shorter spans in remote locals.

The Lane Bridge Works was based in Painted Post, New York, and existed from ca. 1890 to 1901.  In 1890, company founder and civil engineer D. F. Lane patented a bridge made primarily of standard (inexpensive) railroad rails. Lane's bridge was meant to be adaptable to any length up to 100 feet, be easy to erect, and strong enough to carry any sort of farm tractor, traction engine, horse-drawn wagon, or light railroad. While it is still difficult to determine definite numbers, the design clearly  found moderate success in the eastern U.S. up to 1901. In addition to the Lane truss patent, the company constructed a variety of other truss types. Yet the Lane truss was this company's claim to fame.

"Dear Sir--The forty-one foot span of your patent Railroad Iron Bridge we sold to Mercer and Middlsex counties jointly; was duly erected, and, on the day appointed for the committees to meet and inspect it I had two of my largest traction engine out there and after they had examined it otherwise, I had the two engines run across it side by side to the satisfaction of all present, and, to their astonishment the depression was hardly perceptible even in center of span--and of course the bridge was accepted unanimously."  (An 1894 letter from Hightstown, New Jersey, to the Lane Bridge Company)

In engineering terms, the Lane truss is a modified Queenpost truss, found exclusively in a pony through-truss configuration. The railroad rails were bent, clamped, and bolted together  to form upper and lower chords; steel suspension rods, in tension, support the deck, secured by nuts threaded onto the rods. The deck is supported laterally by inverted Kingpost trusses made of railroad rails (or in some cases structural I-beams) and suspension rods.

During 2000-2001, IHTIA documented two of the now-rare Lane truss bridges. One is at MacDowell, Virginia, and it is the smaller of the pair.  It was built in 1896 to cross a small stream named Crab Run, a tributary of the James River.  The bridge is less than 30 feet long and very narrow, and was bypassed by the main highway fifty to eighty years ago. It was used as a side road until ca.1990, when it was converted to a pedestrian-only bridge. It remains in good condition and is an interesting stopping point along the historic Staunton to Parkersburg Turnpike. 

The most impressive Lane truss is near Martinsburg, West Virginia. Erected in 1894, "Park's Gap Bridge" is 90 feet long and still carries a high volume of vehicular traffic over the waters of Back Creek, a tributary of the Potomac River. This elegant span is slated for decommission and its future is uncertain. Visual inspection suggests the bridge is in excellent condition, yet it lacks in width and maximum weight allowances considering the amount of traffic it receives in this rapidly growing area. Concerning preservation, possibilities include simply bypassing the bridge or disassembling the bridge and re-erecting it elsewhere. The Park's Gap Bridge is on the National Register of Historic Places.

 
Misspelled words used to find this page 5 of 7.dwlelints, dwellins, dellings, dwllings, dwellngs, dwelligs, wherings, whellints, wherlints, whelints, wellings, wherints, werlings, wlelings, wlerings, welings, werings, wellints, werlints, wlelints, wlerints, welints, werints, whellings, wherlings, whelings, welliegnts, weleigngs, wellngs, werliegnts, weleignts, welligs, wleliegnts, whelleigngs, wellins, weliegngs, wherleigngs, welleigngs, weliegnts, whelleignts, werleigngs, whelliegngs, wheleigngs, wleleigngs, wherliegngs, welliegngs, welleignts, whelliegnts, werliegngs, werleignts, wheliegngs, wleliegngs, wleleignts, wllings, dw311ngs, dw311mgs, dwe11ngs, dwel1ngs, dwellinsg, potibul, potebul, ptable, potebre, poable, potibre, potble, potebel, potale, potibel, potabe, potible, poteble, potabul, potabre, potabel, portibel, portibul, portible, poltebre, pertibul, pertible, poltibre, poltibul, poltible, poltebel, portebul, porteble, prtable, portable, poltibel, pertebul, perteble, potable, pertebre, poltebul, polteble, porable, pertibre, portebre, portabul, portble, pertebel, portibre, pertabul, portale, pertibel, portebel, poltabul, portabe, poltable, poltabel, poltabre, portabel, portabre, pertable, pertabel, pertabre, porabl, portbl, portabl, portal, portabr, poltabl, poltabr, pertabl, pertabr, prtabl, potabl, portab1e, portalbe, portbale, poratble, potrable, protable, oprtable, ortable, plane, plain, prain, pleine, preine, prane, p1ane, plame, plaen, plnae, palne, lpane, joint, joing, joings, joins, joints, jo1nts, joimts, joinst, joitns, jonits, jionts, ojints, joits, jonts, jints, oints, structure, struture, strucure, structre, structue, sructure, stucture, strcture, stludure, strudere, stludere, strudule, stludule, strucchure, stlucchure, strucchule, stlucchule, strudure, structere, stlucture, stluctere, structule, stluctule, structuer, structrue, strucutre, strutcure, strcuture, sturcture, srtucture, tsructure, structur, tructure, documentaion, documentation, documiegntashon, documeigntachun, documentatin, dcumentation, documiegntashun, documeigntashon, documentatiom, doumentation, documiegntasion, documeigntashun, documantatiom, docmentation, documiegntatiom, documeigntasion, documentachon, docuentation, documiegntaton, documeigntatiom, documantachon, documntation, documeigntaton, documentachun, documetation, documiegntation, documantachun, documenation, documiegntachon, documeigntation, documenttion, documiegntachun, documeigntachon, documantasion, documentaton,
Pre-Engineered Trusses
Building Process
 
 

Detail Pics

  • Features
  • All trusses come with a NYS engineer approved truss print
  • Manufactured by Fingerlakes Construction
  • Flexible design options
  • Designed for snow load by locality, dead load for mechanical equipment and ceiling load as required
  • Machine-stressed rated lumber  Click Image for a larger view.
 
 
Wood Frame
 
 

The true potential for the post-frame method of construction has only recently begun to be realized. Long used primarily for agricultural purposes, this practical building method is now recognized as the construction technology for commercial and industrial buildings as well. Design flexibility, reliability and quality, as well as time and cost savings keep customers coming back to the post frame style of construction.

 

Here the truss is being constructed
Click Image for a Larger View
The plates on the truss are being pressed. Click Image for a larger view.
The truss is then moved from the table to some rollers and then brought outside.Click Image for a larger view
Then the trusses are lifted up to stack all the trusses for a job together.
Click image for a larger view.

Roof History and Conversions

Velux Diagram of Roof and Loft
Velux Diagram of Roof and Loft

So you may understand loft conversions, roofing, skylight and dormer installation better this provides a little information about roofs development over time.

The Basic Roof

The purpose of a roof is to protect a living area from rain. Basic and early roof designs used what is called a cruck frame which consists of 2 timbers secured where they meet at the top. To make the roof you align several crucks' and tie them or secure with horizontal members and then fix weather and waterproof covering onto them.

The Coupled Roof

Rafter and Purlin Roof Timber Frame
Rafter and Purlin Roof

Because housed started to have masonry walls and a number of storey, timber roofs needed to be built to manage lateral tensions that forced the walls apart. To prevent sagging of the roof designers and experts installed a collar or wind beam across the rafters (crucks). Crucks/rafters were evenly spaced, placed a foot apart, and wall plates were pegged onto the top of the walls to secure the roof.

The collars act as a tie or strut holding rafters together. Collars manage the outward thrust force at the base of the rafters and the sag caused by the weight of roof coverings such as slate. As home and roof size grew, so did the forces and more sophisticated collars and couplings were developed to stabilise the roof.
Roof Stability

To increase roof stability in high winds more members had to be added to larger higher roofs, so collar braces or sous-laces added.

On the masonry walls vertical struts or ashlars are added to stiffen to lower sections of the couple.Principal rafters were introduced which are more substantial and the main roof members.Between the main load baring Principles, simple rafters increase roof support to prevent sagging. Intermediate supports, 'purlin', longitudinal members horizontally run the length of the roof. Between the house walls a timber beam is used to tie the roof. The tie-beam lends itself to the name of roof type - Tied or 'Trussed' roof.
Trussed Roof

Truss Roof Timber Frame
Truss Frame

Tying the roof together is a truss

Tying the roof together is the tie beam and truss, a long timber spanning the house and frame attachment. The tie-beam is fitted to corbels (stone brackets protruding form the wall below the wall plate) to create the major structural items in a house that supports the Principles. Historically each truss was individually designed and made but prefabrication took off in the 1950's.

Further developments were the king post, which from the centre of the tie-beam to the ridge purlin (marmamant) supports the roof. Across the struts or beams were placed planks to seal the roof, i.e. a ceiling. These 'bastard' roofs provided limited space and often had weak floors. Whether your loft is spacious or small we can turn your ideas for storage or living space into reality.

Misspelled words used to find this page 6 of 7.documentashun, documentashon, documantation, documantaton, documantashun, documantashon, documentasion, docunemtat1on, docunemtation, documemtation, documentatino, documentatoin, documentaiton, documenttaion, documenattion, documetnation, documnetation, docuemntation, docmuentation, doucmentation, dcoumentation, odcumentation, documentatio, ocumentation, roof, rouf, loof, louf, rofo, orof, rof, after, aftor, aphedel, apheder, aftur, aftel, laphedel, raftor, laftor, rapheder, raphedel, rafter, lapheder, lafter, laftur, raftel, laftel, raftur, rater, rator, lator, ratur, later, latur, ratel, latel, raftre, rafetr, ratfer, rfater, arfter, rafte, raftr, rafer, rfter, perlan, purleign, pullen, perleign, pullan, pulleign, purliegn, perliegn, pulliegn, purlen, purlin, perlen, purlan, perlin, pullin, pur11n, purl1n, purlim, purlni, puriln, pulrin, prulin, uprlin, purli, purln, purin, pulin, prlin, urlin, diagram, diaram, diagam, diagrm, dagram, digram, deagram, deaglam, diagaram, dyagaram, daigaram, deagaram, daigram, dyagram, diaglam, daiglam, dyaglam, dygram, diglam, dyglam, d1agran, diagran, diagrma, diagarm, diargam, digaram, idagram, diagra, iagram, frame, fane, flame, fain, feine, phane, phain, pheine, frane, fraem, frmae, farme, rfame, attic, atik, attik, atic, at1c, attci, atitc, tatic, connetor, connecor, connectr, connecter, connector, conecter, connectur, conectur, cnnector, connctor, conector, connectol, conectol, con3ctor, com3ctor, connectro, connecotr, connetcor, conncetor, conenctor, cnonector, ocnnector,terminoogy, terminology, termiegnologie, termiegnorogy, termeignologie, termeignorogy, torminologi, terminolgy, telmiegnologie, telmiegnorogy, telmeignologie, telmeignorogy, torminorogy, terminoloy, termiegnorogie, termiegnorogi, termeignorogie, termeignorogi, torminorogi, terminologie, trminology, tormiegnologie, tormiegnology, tormeignologie, tormeignology, torminologie, turminologie, teminology, turmiegnologie, tormiegnologi, turmeignologie, tormeignologi, torminorogie, telminologie, terinology, tormiegnorogy, termiegnology, tormeignorogy, termeignology, terminorogie, termnology, turmiegnology, telmiegnology, turmeignology, telmeignology, turminorogie, termiology, turmiegnologi, termiegnologi, turmeignologi, termeignologi, telminorogie, terminlogy, turmiegnorogy, telmiegnologi, turmeignorogy, telmeignologi, torminology, turminorogi, telminorogy, terminologi, telminorogi, turminology, turminologi, telminology, telminologi, terminorogy, terminorogi, turminorogy, tern1mo1ogy, tern1mology, ternimology, termimology, terminoloyg, terminolgoy, terminoolgy, terminloogy, termionlogy, termniology, terimnology, temrinology, treminology, etrminology, terminolog, erminology, for, floor, four, fol, fur, fore, phor, phol, fluor, froor, flour, frour, flool, frool, flolo, fror, frolo, fleur, flol, frol, flur, frur, floro, froro, fleuro, flor, f1or, folor, lfoor, drawing, dawing, drwing, draing, drawng, drawig, draweigng, dlaweigng, draweignt, dlaweignt, drawiegng, dlawiegng, drawiegnt, dlawiegnt, drawint, dlawing, dlawint, draw1ng, drawimg, drawign, drawnig, draiwng,

Truss Roofs - Designs and Development

A Modern Trussed Roof
Velux Diagram of Trussed Roof

A truss roof is (usually) a W shaped timber roof structure, efficient for roofs but trusses prevent further use of a loft. Trussed rafter roofs are built to conventional designs that lock together 3-inch timbers into a strong and load baring truss frame. If your roof uses a truss frame (as many post 1965 houses do), when you look in your loft you should see:

Truss Roof Timber Frame
Truss Frame
  • The distinctive W shape design
  • A shallow pitched roof
  • Flat, rectangular, metal connector plates joining the timbers

Trussed roofs have a more technical solution when converted because timber frames are substituted with steel girders, and often the roof-line is raised, trussed loft conversions always require planning permission.

Truss Roof Development

The truss roof is a 1950 and 60's response to the demand for lower pitched roofs.Housing technological development borrowed and integrated the latest solutions from other construction industries such as aviation. The technological solution - trussed roofs - balances roof stresses of roof and ceilings and allows lower roof pitches.However, the design significantly limits further use of the roof for storage or habitation In 2000 Britain, the need for housing space has become increasingly important as land and new build costs increase. Once again, modern materials and techniques have come to the rescue, so today we use steel in trussed roof loft conversions to replace bulky timber structures and free up loft space.

Standard Roof Trusses

Prefab Truss Roof Frame
Prefab Roof Trusses

During rationing and war year scarcity, building work was licensed because it was a large volume user of scarce timber.Control allowed enforcement of more economic solutions in timber use.The Timber Development Association (TDA) recognised that roof structures were wasteful and began to influence the pattern and design of roof trusses with free roof truss plans. This created savings in timber use of up to 30%.

Domestic housing development began to use principal trusses made from small timber sections either bolted or using metal connector plates. The purlins and common rafters were known as TDA Trusses and they remain in use today.The roof timbers for the truss systems used connector plates or gang-nails mechanically pressed during factory  prefabrication or onsite fabrication. The resulting prefab roof trusses could carry direct loads on them and are kept vertical by diagonal bracing and tie batons for stability.

20th Century Roof Design

Post War pitched roofs were built with economic, lightweight, wooden, premanufactured / prefabricated roof trusses designed for shallower pitches - 35 to 40 degrees depending on roof span. 1950's and 1960's housing technologies included roof truss designs for lower pitches - 22 - 30 degrees.From the mid 1960's shallower pitches still - down to 15 degrees for up to 12 meters.

Loss of the Loft

A consequence or flatter roof design is lower lofts and less roof space.Modern lofts became less useful as roof voids shrank, especially after water tank and pipes are included. Loft floors have not been designed to take loads and generally are less suited for storage conversion than pre war loft attics because of the costs involved.

Modern 1970' and 80's detached house loft conversions may require elevation of the roofline to achieve the required roof height for living space and to meet building regulations.

Minimum Height Rules - New

Minimum Loft Height
© Crown copyright

Internal loft height requirement states that loft height should be a minimum of 1.8 m minimum at the edge of a stair with 1.9 m at the centre line if the ceiling is sloping in order to meet building regulations approval for height. See page 7 of Approved Document Part K. Low lofts can now be developed for habitable use, adding significantly to the use and value of your home. The 1965 move to 'W' shaped trussed rafters means that loft conversions, skylight installation and dormers require a structural modification to the roof and supports and planning permission.

Conversions

Converting trussed roofs is possible. Conversion requires replacement of trussed roof rafters with steel roof trusses, raising of roofline and strengthening of the loft floor. A trussed roof need not limit your dormer and loft design plans and ideas.

Truss Design

The picture shows precision premanufacture of roof trusses at Truss Form Ltd. (part of Alpine Automation (U.K) Ltd. - a Truss Design Software Company). Timbers are positioned in electric vices and connector plates are mechanically pressed.

 

Folsom's Historic Truss Bridge

This bridge was originally built across the American River in 1893 replacing the Ecklon Toll Bridge, a suspension bridge that had collapsed the year before. It was used for carrying horses, wagons, and livestock acrossThe historic truss bridge now lies back on its original footings left from 1930. the American River. At that time, some said it was the finest bridge in the country. For the first few years there were few automobiles that needed to cross its narrow span and it was not designed to carry the weight but after the turn of the century the need for a bridge for automobiles became more evident. The Truss Bridge was abandoned in 1917 when the Rainbow Bridge opened.

The bridge was originally to be shipped to Japan, however the war intervened, and the bridge remained untouched until 1930. The bridge remained in place until the State of California bought it for $250 and moved it to Siskiyou County as a crossing on the Klamath River. From 1930 until the late 1990's it was known as Walker Bridge, as it spanned the Klamath on Walker Road. When Siskiyou County decided they no longer needed the bridge in 1998, Folsom bought it back. The original footings were still in place but they and the bridge were totally rebuilt and reinstalled. On April 15, 2000 it was reopened for public use as a bicycle and pedestrian bridge. In recognition that its original design was not for automobiles, there is a sign on each end of the bridge which reads "$5 fine for driving over this bridge faster than a walk. $25 fine for driving more than 20 head of horses, 50 head of cattle or 200 sheep, hogs or goats over this bridge at one time."

 

Shapes

Some of the most common truss shapes are shown below using industry terminology.

 

Howe These trusses may be simple span, multiple bearing, or cantilevered. Where the truss height exceeds approximately 3m (10'), a piggyback system (see below) may be needed due to transportation restrictions.

(Height - Width restrictions vary by location for shipping. Also plants can be limited by equipment. Some jobs may be built one piece & shipped with an escort.)

Fink
Triangular
Mono This shape may be simple span, multiple span, or cantilevered. Top chord bearing is possible.
Inverted The inverted truss is used to provide a vaulted ceiling along a portion of the span.
Cut-off (Bobtail, Stubend) This shape may be used where a triangular truss will not fit.

Usually stubbed at jogged exterior or at change to vaulted ceiling in opposite direction.

Dual Slope This truss provides an asymmetric roof slope.
Ridge Truss The ridge truss provides a stepped roof appearance.
Piggyback
(Three piece)
The piggyback truss is a combination of a gable end truss on top of a hip truss, which can be transported in two sections. It is used when a single triangular truss is too large to transport.
Attic The attic truss provides useable area within the roof space.

Bottom Chord in centre designed as a floor.

Flat or Parallel Chord The flat truss is used in roofs or floors. It may be designed as top or bottom chord bearing, or for simple or multiple spans. It may also be cantilevered at one or both ends. They may be ordered with a built shallow slope to offset deflection and to provide positive drainage when used as a flat roof system.
Sloping Flat This shape is used to create a vaulted ceiling. It may be top or bottom chord bearing.
Double Sloping Chord Flat This shape is used to provide positive drainage to both sides of the building and is also referred to as a High Heel Common Truss.
Hip This shape is used to create hip roofs and is also referred to as a Step up Hip Truss.
Mansard with Parapets This truss is used to create a mansard roof profile.
Cathedral The cathedral truss provides a vaulted ceiling along one portion of the span.
Scissor The scissor truss is used to create a vaulted ceiling along the entire span. The slope of the bottom chord is usually equal to 1/2 of the slope of the top chord. Large scissor trusses are often shipped in two pieces and field spliced.
Half Scissor The half scissor truss provides a single-sloped vaulted ceiling.
Gambrel This
 
 
 Truss Systems in  20th-Century Architecture

Related essays:
 

brick image
Brick
stone image
Stone
steel image
Steel
curtainwall image
Curtainwall

Trusses are triangulated frameworks used as spanning or bracing elements in buildings, bridges, transmission towers, and other structures. What distinguishes the truss from other structural forms is precisely its triangulation, from which two benefits accrue: first, the triangular geometry is inherently stable; second, all internal stresses—at least in "ideal" trusses whose bars are pinned together at the vertices of each triangular panel and whose loads are applied only at these pinned joints—are axial, i.e., limited to pure tension and pure compression.

image . image
Classical Truss Forms . Palladio's Trusses

Aside from its web of triangular panels, the truss has no intrinsic formal identity. Put another way, it is the specific pattern of internal diagonal, vertical, or horizontal bars (patterns that in many cases bear the names of their nineteenth-century inventors: Pratt, Howe, Town, Warren, etc.) that makes the structure a truss, not its overall shape. One may design an arch as a truss, a beam or column as a truss, or any number of tower forms—essentially beams cantilevered from the ground plane—as trusses. Advantages of truss construction include the following: 1) large trusses can be assembled from small members pinned together, facilitating production, transportation, and erection; 2) because all internal stresses are axial, with no bending stresses present, the truss is an extremely efficient structural form; 3) because trusses are typically assembled from individual elements bolted, welded, or nailed together, it is relatively easy to customize the overall shape of the truss in relation to external loads and spans; and to adjust the cross-sectional area of each member in relation to anticipated internal stresses.

Trusses have been used for many centuries; Andrea Palladio illustrates truss bridges in his Four Books of Architecture as early as 1570. However, it is in the nineteenth century that industrial expansion—in particular the need for long-span exhibition and market halls, railroad terminals, and bridges—together with the development of engineering theory and improvements in the production of cast and wrought iron, and later steel, provide the motive and means for most of the advances in truss design that are exploited within early twentieth-century architecture. For example, the influence of nineteenth-century iron trusswork in Henri Labrouste's Biblioteque Nationale Reading Room in Paris (1875) can be seen in the vaulted ceiling above the Main Concourse in McKim, Mead and White's Pennsylvania Station in New York City (1910); while the tradition of long-span three-hinged arched trusses, epitomized in such nineteenth-century masterpieces as Contamin and Dutert's Galerie des Machines in Paris (1889), continues in twentieth-century structures like Peter Behrens's AEG Turbine Factory in Berlin (1909) and Tony Garnier's Municipal Slaughterhouse in Lyons, France (1913).

image . image . image . image
Labrouste: Biblioteque Nationale . McKim, Mead & White: Pennsylvania Station . Dutert: Galerie des Machines . Behrens: AEG Turbine Factory
image . image
Vesnin: Pravda Building . Brinkman et al.: Van Nelle Factory

That being said, trusses are seldom found as expressive elements within the canon of mainstream early twentieth-century Modernism. Like Gothic buttresses, trusses are directly constrained by the geometrical logic of their structural form and, unlike prismatically pure columns and slabs, or expressively cast concrete elements, cannot easily be subsumed within Modernism's abstract, formal systems. It is only with Russian Constructivist and derivative projects from the 1920s and 1930s that trusses are first exploited as expressive elements within an explicitly Modernist context. Prominent examples include Alexander and Victor Vesnin's Pravda Building project in Moscow (1923) in which trusses are used as wind-bracing elements within a composition that includes bold text, angled planes, and glazed elevator towers; and Brinkman and Van der Vlugt's Van Nelle Factory in Rotterdam (1930) featuring dynamic horizontal and sloping trussed connecting bridges.

image . image
Lindenthal: Hell's Gate Bridge . A. Kahn: Glenn Martin Aircraft Plant

Early twentieth-century trusses are also important as infrastructure (bridges); and as industrial (long-span factory roofs), vernacular (ordinary wooden gable roofs) or pragmatic (hidden bracing or support) building elements. Gustav Lindenthal's arched Hell's Gate Bridge in New York City (1916) and Albert Kahn's Glenn Martin Aircraft Plant in Middle River, Maryland (1937) both utilize steel trusses that were the longest spans of their type when constructed. Steel trusswork is commonly employed—and hidden—within the central service "cores" of twentieth-century commercial buildings to provide bracing against horizontal wind and earthquake forces. Steel trusses are used to transfer loads over large spans—allowing hotel rooms to be placed on top of lower-floor ballrooms, or office buildings over railroad tracks—without themselves being expressed as part of the architectural form. William LeMessurier's development in the 1960s of a "staggered truss" system is another example of an entirely pragmatic invention utilizing trusses to minimize floor-to-floor dimensions in multi-story steel-framed housing or hotel blocks. Pre-engineered, factory-produced triangular wooden trusses made from common lumber connected with toothed metal plates are widely used in twentieth-century wood-framed residential roof construction. Open web steel joists, essentially off-the-shelf trusses first manufactured in the early 1920s, routinely achieve spans of up to 144 feet (44 m) by the end of the century and are ubiquitous in 1-story commercial and industrial buildings. Even precast concrete trusses, consisting of thin prismatic bars of reinforced concrete joined by steel gusset plates, are proposed for ordinary roof spans in England during World War II, as an expedient response to the short supply of steel.

image . image . image
LeMessurier: Staggered Truss . Wood Truss System . Open Web Steel Joist System

Where trusses are used deliberately as expressive elements within later twentieth-century architecture, it is most often by appropriating and reinterpreting the industrial, off-the-shelf, or pragmatic applications described above. Thus, ordinary steel open-web joists are used in California by architect Raphael Soriano as early as 1938, by Ray and Charles Eames in the influential house they built for themselves in Pacific Palisades, California (1949), and in various industrialized building system designs such as Ezra Ehrenkrantz's School Construction Systems Development, or "SCSD" (1961). Alvar Aalto's fan-shaped bolted timber trusses supporting the double-skin roof of the Säynätsalo town hall council chamber in Finland (1952) recall, in their detailing, vernacular heavy-timber roof trusses of nineteenth-century mill buildings. Mies van der Rohe's project for a Chicago Convention Hall (1953) visually integrates the diagonal members of its horizontal trusswork within the orthogonal pattern of its exterior curtain wall. Vertical wind-bracing trusses, typically hidden within the framework of tall buildings, are given similar architectural expression on the exterior of Skidmore, Owings and Merrill's Hancock Building in Chicago (1970).

image . image . image
Eames: House Under Construction . Aalto: Säynätsalo town hall . SOM: Hancock Building

Trusses are commonly featured in so-called "high tech" architecture of the late twentieth century. Buildings within this genre reprise to some extent the Constructivists' interest in industrial production, but differ from Constructivist projects in at least two respects: high tech buildings tend to be less influenced by abstract compositional formulas; and often evidence a more theoretically grounded appreciation of structural systems as potential sources of architectural expression. In Renzo Piano and Richard Rogers's Pompidou Center in Paris (1977), virtually the entire architectural concept relies on exposed trusswork. Long-span interior floor trusses define column-free exhibition zones, and exterior wind-bracing trusses create the gridded diagonal pattern of the facades. Long-span roof trusses are used as dramatic and expressive elements in innumerable high tech buildings; examples include Norman Foster's Sainsbury Visual Arts Center near Norwich, England (1978), Michael Hopkins's Research Laboratories for Schlumberger in Cambridge, England (1984), and Nicholas Grimshaw's Waterloo International Rail Terminal (1994) in London, to name but a few.

image . image . image . image
Piano & Rogers: Pompidou Center . Foster: Sainsbury Visual Arts Center . Hopkins: Research Laboratories . Grimshaw: Waterloo Terminal

Further reading:
Most work published specifically on trusses focuses on their development before the twentieth century. For example, Yeomans (1992) traces the use and history of trusses, primarily in England, only into the nineteenth century. Ambrose (1994) includes a useful short history of trusses within a technical engineering reference. Condit (1961) contains a great deal of information on the refinement of trusses within early twentieth-century American bridges, skyscrapers, and industrial buildings. Wilkinson (1996) and Davies (1988) provide numerous images and examples of trusswork, especially within the late twentieth-century "high tech" genre

THE HISTORY of WOOD TRUSSES

 WOOD TRUSSES TODAY

THE HISTORY of WOOD ROOF TRUSSES - The wood trusses that we so commonly see today are frames of triangulated lumber joined together with galvanized steel connector plates, commonly referred to as truss plates. The shape of trusses has not changed over the years but the make-up, spans possible and the safety has changed.

The truss shape has been in use since man has used pieces of logs and then, centuries later, sawn lumber. In modern times, the first light wood frame trusses were built on the construction site using nailed boards or plywood gusset plates at the joints. Use of these early trusses offered longer spans, more cheaply, that un-trussed lumber but took a long time to build on the construction site.

In 1952, in Pompano Beach Florida, after experimenting with plywood gusset plates and varying concoctions and combinations of glue, staples, nails and screws, the metal plate connected engineered wood truss was invented and patented. The inventor, A. Carroll Sanford, founder of Sanford Industries, marked the beginning of the truss industry, that is still changing home, apartment and commercial building construction all over the world. 

Modern roof and floor trusses, clear-spanning between the perimeter walls, allows larger more open room designs, particularly in areas of great snow loads. This roof system proved to be faster and more cost effective than earlier practices, much less material and less labor cutting and fitting materials in the field.

WOOD ROOF TRUSSES and FLOOR TRUSSES TODAY - Wood trusses are widely used in single and multi-family residential, institutional, agricultural and commercial construction. Their high strength-to-weight ratios permit long spans, offering greater flexibility infloor plan layouts. They can be designed in almost any shape or size, restricted only by manufacturing capabilities, shipping limitations and handling considerations.

The design and manufacture/fabrication of metal plate connected wood trusses is, in modern truss operations, accomplished by computer. In Design, the first decision to be made is the overall look of the roof or floor system to be produced followed by a decision as to the overall span. Then the computerization of the process takes over. Common standard engineering principles along with building code required roof, roofing material, ceiling, wind and snow loads, loading of the floor above, as well as any extraordinary loading or stress conditions are taken into consideration. These technical details and a few others, are then entered into the computer.

An engineering drawing is produced by the computer detailing the forces that develop in each chord and web under the given design loads. Engineering specifications also include the truss dimensions and pitch, lumber sizes, species, dimension/size and grade of wood for each chord and web. The gauge, size and orientation of each metal connector plate is precisely specified as well as the size, strength and location of permanent bracing.

The resultant engineering drawings are supplied by the truss designer/manufacturer to the architect, engineer and to the building contractor. The carpentry contractor responsible for setting the trusses in place, must also get a copy of the these drawings to make certain that the design conditions are met.

The strength and integrity of the truss depends on the integrity of its metal plate connectors. Stamped from light (16,18, 20) gauge structural steel coated with zinc, most truss connector plates have many integral teeth, 5/16 inch to 9/16 inch in length. Normally, there are eight teeth per square inch. These plates are sized according to the level of stress that they have to transfer between members of the truss.

Trusses are, in the USA, most often made with southern pine dimension lumber. Our preference is Southern Yellow Pine (SYP), however, from time to time, and in some areas, Douglas fir and the woods of the spruce-pine-fir (SPF) group are used.

Typically the truss manufacturing process starts by carefully cutting nominal 2" (actually 1-1/2") thick members so that they are exactly the specified length and have the exactly the correct angles at the ends. Many truss manufacturers use computer-driven saws that produce multiple cuts quickly and precisely. The species, the size and the grade of lumber for each piece on the component cutting list (cut sheet) is based on the magnitude of force that each must resist while under potential maximum design load. Highly stressed, top and bottom chords are usually made of lumber that has been stress-rated, either visually or by machine, with rules mandated by code and industry association, to ensure specified performance. The webs of the wood truss, because they are usually subjected to lower stresses, are more often made from a lesser grade of lumber, such as #2, #3 grades.

The storage and handling of the raw material component parts of a wood truss is an important factor in the overall quality of the finished product. The lumber, before and during the manufacturing process must be kept out of the rain and/or snow and, in many cases, the humidity in the air of the storage area must be controlled. Improper handling during delivery and during installation are the most frequently cited reasons for failure of the wood floor or roof truss system.

Truss Bridge Design

The history and principles of rational truss bridge design

Until the 19th century, bridges, and indeed all structures, were designed by methods familiar to Vitruvius, and set out by him in de Architectura, written in the 1st century BC. The key was proportion, established by experience with similar structures, and appropriate to the size and situation of the project. A unit length, or module, was established, and all parts were dimensioned with reference to it as the project was carefully drawn to scale. The drawings then served to guide the builders. If the proportions were correct, the materials of good quality, and the workmanship adequate, the result would be serviceable. Advances and changes were made gradually and cautiously in this system. These methods were still used by Smeaton and Telford at the time of the industrial revolution.

The new engineering material, iron, as it became inexpensive enough for use in structures, called for new methods. There was no easy guide to the proportioning of members such as the wrought iron chain links for a suspension bridge. Wrought iron bars were made, and then subjected to tension that was increased until they broke. From the proposed loads on the bridge, the tension on the supporting chains could be estimated, and from this the necessary amount of iron could be determined. Refinement of these procedures led on the one hand to the experimental determination of the unit stress, or force per unit area, that iron could safely and reliably resist, and on the other to methods of calculation based on statics to determine the forces acting on structural members. Dividing the force by the allowable unit stress then gave the necessary area of the member.

This method of rational design, which seems so obvious to us now, was adopted only very slowly. It was used at first mainly for tension members, such as links and rods, for which the forces were easy to determine, and the stress distributions uniform. The plastic nature of iron was a great help, as any part unduly stressed would stretch a little, and the stresses would be evened out without failure. Most structures, such as buildings and arch bridges, were still governed by compressive stresses, and proportion was a more reliable guide than unfamiliar and difficult calculations. Most stone structures are far stronger than necessary to support their working loads when designed for solidity and appearance, as evidenced by the survival of many early stone arch bridges for railways to the present day.

In the early United States, stone arches were rare because of their expense. The required money was not spent on roads at any rate, and cheaper substitutes had to be found. Wood was the obvious material, and was nearly universally used. Short spans could be trestles of bents and beams, or king- or queen-post trusses as were familiar. Major bridges were timber arches, made from laminated wooden arches from which the deck was suspended or upon which it was supported. There was usually some truss arrangment to stiffen the deck and main arches, according to the prejudices of the designer, so it was usually uncertain just what parts of the bridge were effective and which were not. If the bridge exhibited some distress under load, more wood was added to help prop it up. Combined with bad abutments, which moved and heaved, and seasonal torrents, these bridges were not generally trusted, though some proved remarkably serviceable.

When railways arrived after 1830, the question of bridges was again in the air. A few major masonry structures were made, but in general they were too costly, so wooden bridges were the only alternative. Those in use on roads proved inadequate and unsafe, so something different had to be found. Where it could be used, the timber trestle was completely adequate and reliable, if not permanent. Most engineers turned to iron bridges where trestles would be inappropriate, and a large number of designs were brought forward, for example by Fink and Bollman. These bridges were based on the usually erroneous conceptions of their designers. Where they proved strong enough, they were inefficient, and tended to fail abruptly when the stresses searched about and found a weak spot. Rational design of bridges was still in its infancy in 1860.

The idea then took hold of a bridge in which all the forces could be determined by the principles of statics, so they would not be altered by small inaccuracies of construction, or by changes in temperature or settlement of abutments. In a truss bridge, this meant a span supported at the ends, with members pinned together so they could rotate at least a little at the joints. The number of members meeting at a joint had to be small enough that the forces in each could be uniquely determined. There is a relatively small number of truss designs that satisfy this requirement.

The most popular design was the Pratt truss, which could be used in spans up to several hundred feet. As shown in the Figure, it consists of an upper chord, in compression, and a lower chord, in tension, connected by vertical and diagonal members. The loads w are applied to the truss at the panel joints, and the reactions R are applied at the ends. The principal job of the vertical posts is to keep the chords apart and brace them. The end posts carry only tension, but the others are designed as compression members. The diagonal members resist the shearing forces between the chords that arise when the loads tend to cause the centre of the span to sink. In the centre panel, there are diagonals in each direction, although only one direction is in tension at any one time, the other being slack. The reason is that a moving load is not applied evenly across the bridge, and as it moves one set or the other of the diagonals will find itself in tension. These counters are generally used in one or more of the central panels.

Why the diagonals are in the direction they are can be deduced from the Figure on the left. When a beam consisting of two parts is bent, they slide on one another as shown. This is called shear, and must be resisted in all beams if they are to be strong. We can see that diagonals in the Pratt truss are directed so as to be in tension, preventing this shearing motion between the chords. If they were in the other direction, they would be in compression instead. In fact, a truss with diagonals in this direction is called a Howe truss, in which the verticals are now in tension. When trusses were made with as much wood and as little iron as possible, the Howe truss was popular, since only the verticals and the lower chord had to be iron rods. Pratt trusses could be built with timber upper chord and verticals, but they were mainly all-iron or all-steel bridges. Historically, trusses began as wooden bridges, since wood was the only building material that could resist tension reliably until iron became inexpensive.

The Pratt (and Howe) trusses are statically determinate, which means that the forces in each member can be found from the principles of statics. These principles state that the sum of the forces in any direction acting on a body, or the moments of the forces about any point, are zero in equilibrium. The first step is to find the reactions R at the abutments. The weight of the bridge itself, the dead load, is distributed between the panel joints, and the weight applied to the deck of the bridge, the live load, is assumed to be applied to the panel joints as well. These loads will be different for different positions of the live load, but the positions giving maximum stresses are known from experience. We can now start at a joint above a reaction, where there are only two unknown forces, and determine the unknown forces by the requirement that the sum of the horizontal and the sum of the vertical forces must each be zero. We can proceed joint by joint through the bridge, only picking up two new unknowns at each joint, until we reach the other reaction, which is the method of joints. It is somewhat faster to consider the forces acting on some larger part of the bridge, as in the Figure, where we now have three conditions at our disposal. Taking moments about point B eliminates all forces that pass through B, so we find an unknown immediately. This is called the method of sections.

It is now possible to proportion the members to resist the stresses we have found. The important members of the lower chord were known as eyebars because of the holes for the pins at each end, as shown in the Figure. If F is the tension in the bar, and σ is the maximum allowable tensile stress, then the area required is A = F/σ. The same area A is provided at the pin hole as in the main part of the bar, so the average stress will be the same. Although designed with a factor of safety, these eyebars sometimes failed, with serious results. Since the force in each member of a statically determinate truss is determined by statics, the failure of any element causes the failure of the whole bridge. The problem was that the stress was not uniformly distributed over the metal on each side of the pin, as it was in the main part of the bar. It was concentrated close to the hole, at the red areas, where the stress was three times the average value. Since eyebar design has taken this into account, they do not fail. This is an extremely valuable lesson, which still is occasionally not properly learned. In many cases, allowable stresses presuppose a certain configuration, and are not the actual stresses that occur, but values that are proved by test to be safe. Modern computer methods tend to encourage hubris in design, occasionally with embarrassing or tragic results.

The Pratt truss proved thoroughly reliable, never providing any surprises and capable of confident design. It is, however, not the most economical solution. Most of its dead load is in the middle of the span, and as the span increases it becomes increasingly more expensive to support. The depth of the truss increases with the span, which makes the members longer and more subject to buckling. There are modifications of the Pratt truss for longer spans that involve more bracing and other measures. It was usually more economical to break the bridge up into multiple spans supported on piers. The bridge is observed to be 'thinnest' at the piers, and 'thickest' between them. A more economical truss is designed like a continuous beam, which removes the joint at the pier, and allows the truss to bend over the pier. Now the bridge is thickest over the pier, with less material in mid-span. The ultimate is something like the Forth Bridge, with giant cantilevers over the piers, connected by light spans between the ends of the cantilevers. A continuous beam is not statically determinate, and the stresses depend on how much the members stretch. Nevertheless, the longest bridges are all of this type, since it is very advantageous.

With increased accuracy in field erection, it proved satisfactory to eliminate the expensive pin joints and to replace them with normal riveted or welded joints. The bridge is still designed as if it were statically determinate, which is approximately true. The upper chord was designed this way from the first, since the added stability rigid joints give to compression members is too valuable to throw away. For tension members, it does not matter.

The single truss that we have discussed here is, of course, only half the bridge. The two (or more) trusses in an actual bridge must be braced to prevent sideways buckling, for example by portal bracing at the ends. The roadway may run between the trusses, a through bridge, or on top of them, a deck bridge. Provision must be made for thermal expansion of the bridge, perhaps by some kind of roller at one end. It is no longer common to build steel truss bridges, especially in small sizes, since reinforced concrete trestles are normally less expensive.


Greek Architecture and American Buildings

 

At first glance it may not be apparent that our buildings of today bear any relation to the glorious temples of the Greek Acropolis, but even a hasty comparison will reveal the line of descent. If the reader will at this time accept a primary lesson in structural architecture, I suggest that he make an examination of his own house while in process of construction. Any ordinary wooden building will serve this purpose, for the rules to be illustrated are the same. It is best, however, to find one in which the framework is visible. Or he may visit with me a New Hampshire barn built in the early sixties, which is an excellent example of primitive building principles -- in fact, of the principles universal in all buildings using perpendicular supports with horizontal ties on the post and lintel construction.

Let us examine the barn, and at the same time your own house. Resting on its stone foundation is a boundary frame of heavy timbers, called the sill. This sill is merely a resting-place for the main upright supports, used as a tie, and to prevent the ends of the posts rotting by coming in contact with the damp stone wall or splitting under the superimposed load. The uprights are heavy, and placed at regular intervals. They are protected from splitting at the top also by a block of wood (cap), the progenitor of the capital, or head, of the Greek column.

Upon these rests the lintel, or plate, which is the upper duplicate of the sill, and is also of heavy timber, as it must support the superstructure.

The basis of this superstructure, or roof, is the
truss, a triangular frame of timbers set at intervals from wall to wall of the building and giving its shape to the roof.

Upon the chords or upper timbers of the truss smaller timbers, called purlins, run lengthwise. These are for the support of the roof rafters, which, of course, run from the plate, or lintel, to the ridge, or peak, of the roof. The projection of these rafters beyond the wall form the eaves, or cornice.


We thus have three sets of beams running lengthwise sill, plate, and purlin; one set of uprights, the posts, and two across ó trusses and rafters ó arranged for horizontal and perpendicular support, and also serving to tie the building together. These elements are essential to any building of consequence today, and they were used together before the time of Greece.

Now the roof being on and the walls covered up to the lintel, we find an open space which will be the height of the truss timber all around between the lintel and the first purlin, divided into regular lengths by the ends of the truss-beams. In our barn, and in all modern buildings, these spaces are boarded up. In early times, as among primitive peoples today, the buildings were heated by open fires in the middle of the floor, and these spaces were left open to let out the smoke. They, however, made convenient receptacles for the trophies of the hunt, or of war, and seem to have been regularly used as repositories or hanging-places for skulls, skins, shields, and arms, and in our barn for straps, bolts, bottles, scythes, blades, or what-not.

A most curious survival of this is found in the Greek temples (Fig. 8). Here this space, with the truss or beam ends showing, became the frieze. The beam ends were duplicated, ornamented, and called triglyphs, while the intervening spaces, or metopes, were filled with slabs carved in relief with skulls, or shields, or trophies of the chase and of war, a practice that is continued by architects in the classic to this day.

 

Domes, beams, columns, arches, trusses

 

Structurally, the main problem for any building is how to keep the roof from falling. Most early buildings were simple domes, with roof and walls a single entity. It was not clear where the walls stopped and the roof began. Probably this method started in imitation of huts built by tying together bent saplings rather than as a conscious engineering choice, but it was still effective. All buildings must contend with outward forces on walls, but forces on domed buildings are at an angle instead of directly outward. As domes grow larger, the outward component tends to overwhelm the downward component that is holding the wall together.

One-roomed domed houses were eventually abandoned in most cultures for buildings with vertical walls and flat roofs. The first rectangular buildings were sized by the length of available wooden beams that could be used as the basis of the flat roof. The force of the roof was directed down on the walls, which could be joined to the roof for greater security. Several rooms could also be built adjacent to each other to make a larger building.

Later, builders introduced columns in the interiors of rooms to hold up the ends of some beams, allowing construction of larger rooms. Horizontal beams above windows and doors that support walls are called lintels, so construction that relies on beams held up by columns is often called post-and-lintel construction. Post-and-lintel construction was the basis of most Egyptian and Greek architecture, even the famous Greek temples. It is still used today, along with other construction techniques.

Early dome houses built from bricks had each layer of brick run in a circle of a somewhat smaller radius than the one below it, with each brick resting partly on the lower course and partly cantilevered off into space. A section (slice) across such a building is called a corbeled arch. A true arch uses wedge-shaped bricks or blocks; the result in its simplest form is a semicircle. Although both the corbeled arch and the true arch were known to the builders of the earliest civilizations, a devotion to mass-produced rectangular solids for most construction meant that the corbeled version was much more common. The Romans, on the other hand, preferred the greater structural strength of the true arch, and also tended, even for rectilinear structures, to use bricks and stones that were wedge shaped.

The arch is one of the hallmarks of Roman architecture. Even after concrete replaced brick and stone as the basic building material, Roman builders favored arches. Most Roman arches have semicircular or curved tops placed on vertical columns. Because the curved top directs some force laterally, as well as vertically, such arches often need some support from the sides. While this can be supplied in many ways by one sort of buttress or another, Roman builders often used additional arches for support, resulting in several arches in a row (called a course). The columns on the outside of such a course still needed some sort of buttress to withstand the lateral forces.

A relief picture on a column raised to honor Emperor Trajan's victory over the Dacians in 105 ce reveals that the Romans also knew another construction method, that of the truss. The truss is a brace that forms a triangle, the only rigid polygon. Trusses eventually became a major feature of construction. Frameworks of trusses hold up many older bridges still in use today and are part of the construction of all houses with peaked roofs. The truss does more than simply support the roof in such houses, for it also spreads the stresses in different directions.

   
   
   
Misspelled words used to find this page 7of 7.drwaing, darwing, rdawing, drawin, rawing, strength, strengh, streigngth, stleigngth, striegngth, stliegngth, srength, stength, strngth, stregth, strenth, stlength, stregt, strengt, strent, stlengt, streigngt, stleigngt, striegngt, stliegngt, srengt, stengt, strngt, stremgth, strenght, strentgh, stregnth, strnegth, sterngth, srtength, tsrength, trength, integrity, integity, integrty, integriy, integritie, ingegritie, integlitie, itegrity, ingeglitie, inegrity, intgrity, interity, ingegrity, integlity, ingeglity, 1ntegr1ty, imtegrity, integriyt, integrtiy, integirty, intergity, intgerity, inetgrity, itnegrity, nitegrity, integrit, ntegrity,rational, latiomal, ratiomar, latiomar, rtional, raional, ratinal, ratioal, rationl, ratiomal, rasionar, rationar, lasional, ratonar, lasionar, rashunar, ratonal, rashonar, rashunal, lationar, rashonal, latonar, lational, lashunar, latonal, lashonar, lashunal, rasional, lashonal, rat1ona1, rat1onal, rationla, ratioanl, ratinoal, ratoinal, raitonal, rtaional, artional, rationa, ational,material, mterial, maerial, matrial, mateial, materal, materil, matorial, matorail, matoriar, materair, matelair, matorair, maturair, materail, maturial, maturail, materiar, maturiar, matelial, matelail, mateliar, matorea, maturia, materia, maturai, matelia, maturea, materai, mteria, matelai, maeria, materea, matria, matelea, mateia, matoria, matera, matorai, nater1a1, nater1al, naterial, materila, mateiral, matreial, maetrial, mtaerial, amterial, aterial, greek, grique, glique, greak, grek, gleek, gleak, glek, gr3k, greke, gerek, rgeek, architecture, arshitectule, architeture, architcture, archiecture, archtecture, arcitecture, arhitecture, achitecture, architectue, arshitecture, architectre, arshitectere, architecure, arshitecchure, architecchure, arshettecture, arshytecture, arkhitecture, arshytecchure, alchitecchure, archettectere, arshytectere, arkhitectere, arshettecchure, arkhitecchure, alchettectere, arshytectule, arkhitectule, architecchule, archytecchure, arkhettectere, arkhytecture, archytecture, alchitecchule, alchytecchure, arshettectere, arkhytectere, archytectere, arkhitecchule, arkhytecchure, archettectule, arkhytectule, alchytecture, archytecchule, archettecchure, alchettectule, archettecture, alchytectere, archettecchule, alchettecchure, arkhettectule, alchettecture, archytectule, arshitecchule, arkhettecchure, arshettectule, arkhettecture, alchytectule, architectere, alchitecture, alchitectere, architectule, alchitectule, arch1tectuer, architectuer, architectrue, architecutre, architetcure, architceture, archietcture, archtiecture, arcihtecture, arhcitecture, acrhitecture, rachitecture, architectur, rchitecture, lintel, rintle, ringel, ringle, linter, linger, rinter, lintle, ringer, lingel, lintal, lingle, rintal, rintel, intel, intle, ingel, ingle, inter, inger, intal, iegngel, eignter, iegnger, eigntle, iegngle, eigngel, iegntal, eignger, eigngle, eigntal, iegntel, iegnter, iegntle, eigntel, 11nte1, l1ntel, limtel, linetl, litnel, lnitel, ilntel, linte, lintl, linel, litel, lntel .
 
You Get a Party Tent or Consulting Discount  or Free Stuff When
You Are Signed Up To Receive My Daily Newsletter.
For Details 
Click:
NelsonsNews
Letter.com
 

404

Brian Nelson's Blue Box
Reference Directory

31 Gessner Rd. Houston, TX  77024
Tel. 713-467-3025, Fax 713-467-3192
 
Click: E-mail me

12/20/2007 12:39 PM -0600

 Click To See All of Brian's Websites
Complete Directory

Or Try Another Google Search Here.

Categories Click below to view these interesting and informational websites.
Animals Click Dog - Cat/ Diarrhea & Constipation  Click Fighting Carpenter Ant Backyard Click Koi Pond Fish
Anti-Aging Click Youthful Beauty Treatment Anti-Aging
Automotive Click Car Auto Safety Problem: Killing 43,200 Americans / Year. Click Car Safety. Crash Tests, Comparing Sedans, SUV's, Sport Utility Vehicles, Upscales Cars, Luxury & Passenger Cars,  Click JD Auto Collision Houston .com Body Shop Repair
Cancer Click Cancer- Head-Neck- Diagnosis Info  Cancer Chemotherapy Treatment Side Effects  Click Cancer Fighting Foods - Vegetables.
 Click Dogs Detecting Cancer Fact or Fiction?
Click Cancer Healing Foods Photo Directory    Click Rosemary's Cancer Fighting Food Recipies.  Click Prostate Cancer  Click Rare Medical Problems Click Cancer Treatment Click Cancer & Malnutrition
Click Cancer Head-Neck-Treatment Radiation Chemotherapy Info V1 Click V2 NI Cancer-Chemotherapy Drugs-Side-Effects   Click Cancer Feeding Tube Click My Story Parotid Gland Cancer of Jill Bates Father.
Click I Am Fighting Cancer.com Cancer Journal for Brian Nelson .  Click Lung Cancer
Computers Click Computer & Laser Printer and Inkjet Repair .com Click Remove Mirar A Bad Toolbar
Consulting Click Brian Nelson Consulting .com Business and Organization Consulting. Click The Business Critic
Click NelsonIdeas.com Creative problem solving Click Creative Inventions by Brave Entrepreneurs. Ideas That Changed the Way We Live Click Entrepreneur Think Tank
Click Improvement Trainer for Any Business or Organization.   Click Misspelled Words on Brian's  Websites
Click Discontinued Wallpaper Co. A 25 year Pictorial Business StudyHouston, TX
Consumer Issues Click Wal-Mart  Great Outdoors Grill Quality
Click KItchenAid Defective Can Opener Click Microwave Safety
Directories Click Brian Nelson's Websites Directories
Engineering Click Truss-Systems-History-Of-Trusses
Entertainment
And Funny Stuff.

Click Percussion Teacher.com Piano & Percussion Lessons Houston, TX Meredith Nelson, Percussionist,
Click Wind Chimes Photo & Audio Directory  Click Ted-Drews Compared to Shipley Donuts

Click No. 1 Brian's Collections of 80 Funny Pics, Pictures, Photos, Images, Comedic & Interesting Drawings 
Click No. 2 Funny Talking  Dead Deer Mini Movie 5 min Movie . Click No. 3 Dog Fatih,   Walks Bi-Pedal 2 legsl like a Human Movie Click Houston Area Free Concerts.
Click Remember When?  Brian Nelson's Senior Citizen Photo Journal of Memories from the Early 1900's


Click Houston Seniors Entertainment.com for Nursing Homes, Retirement  & Alzheimers & Assisted Living Centers

Free Internet Space Click Wanted to Buy Classifieds .com FREE .
Click Make  a difference In The World. Write About Your Thoughts.  Publish your articles, chapters and books here free. email Brian
 
Free Newsletters Click Brian Nelson's  Free Daily Newsletter on Hundreds of  Different Topics That  Are Interesting, informative, Free or Just Plain Funny.
Foreign Language Sites Click Spanish/Espanol  Party Tent Info Letter    Click German/Deutsch Party Tent Info Letter  Click Portuguese Party Tent Info Letter. Click French/Français   Party Tent Info Letter    Click Italian/ItalianoParty Tent  Info Letter
General Sales Click Surplus City Sales. com Houston List you items to buy or sell here. Click Brian's eBay Store 679 Customers
Click Houston-Garage-Sale.com list your Wanted to Buy or Items For Sale here.
Holidays Click History of Christmas Family Holiday Celebration Story & PIctures. Religious  Art. Click History of Valentines Day
Legal Click Houston Immigration and Accident Lawyer Manuel Solis  Abogoado  Inmigracion & Accidentes
Click
Medical Malpractice
Medical Information
TN TNA
Click Asparagus causes stinky urine.  Click Hiccoughs, Hiccups Click Bilateral Facial Pain   Click Upset Stomach Compendium Click Burning Tongue    Click Dreams  Click Alzheimers Disease Early Warning Signals 
Click Nelson Family Medical History Data Base
Click Diabetes Click Constipation   Click Diarrhea  Click Heart Operation ByPass Surgery Click Temporomandibular Joint or Jaw FAQ. TMJ Click Aneurysm Medical  Bill S Testimonial
Click Foreign Accent Syndrome
Click Heart Attack Click Poison Ivy Click Sleep Disorders
Click Updates on Nail Fungus Cures, Remedy/Treatments For Fungal Nails, Onychomycosis  Click Coughing Cures Cough Treatment
Click
Blood Pressure Click Fibromyalgia
Military Click Big Military Directory Army, Navy, Marines, Air Force, Coast Guard
Money And Finance Click Mortgage Financing Information Tips for low Rates, Mortgage Rate Calculators
Click I Bonds The Govt. Guarnanted  Investment .
People to Know Click Charles Lang's 80th Birthday Party Click Josephine Visnovske.
Click Howard Dean Controversial Democrat Speech.Click Judge Sandra Day O'Connor Supreme Court Retires/ Judge Samuel A. Alito, Jr. Click Brian's Best Digital Photos Click The J. B. Nelson Family Ironwood, MI. Click Pope John Paul II 1920-2005 A Great Man Did you know him?.Click Rosemary Nelson Activities Photo Journal Houston, TX  Click Sharon and Gil Lewsion Family  Click ETM Rosemarys Education Music Party  Click Drew B Party
Photography Click Nelson Family Medical History Data BaseClick Houston Digital Still Photographer  Emergency and Backup Photography for Weddings & Commercial Temporary 
Click Kitchen-Remodeling-31-Gessner/Houston, TX
Public Issues  Click Metro Rail Accident Record  Click End Addiction To Oil
Click Global Warming It Must be Stopped. Click Immigration Laws Legal Enforcement
Click NelsonsNewsletter.com Free daily informative letter.
Real Estate Click Dean Nelson, The Best Realtor in Madison, WI.
Recreation Click Houston-Recumbent-Bike-Club.com Houston, TX  Click Houston BarbQ Cookoff " Outta Control "Cooker Photos Red Tentn Click-Adam Buffalo Bayou Click Red-Stairs.com Brians Photos  Dock and Deck on Buffalo Bayou Houston Click  Bob Lawells Art.
Religious Click Bible Pronunciation .com  AUDIO Version Pronounce A-M,  Click Bible Pronunciation .com  AUDIO Version Pronounce N-Z,  Click  Bible Pronunciation WRITTEN Version A-M  Click  Bible Pronunciation WRITTEN Version N-Z
Click OLD Testament Brian's Bible Audio Visual Reference Directory. View Bible Images. Listen to Bible while you Surf.
Click NEW Testament Brian's Bible Audio Visual Reference Directory. View Bible Images. Listen to Bible while you Surf.

Click Intelligent Design Creationism-Evolution What is it? Click Study of Proverbs Click MDPC Future Click History of EasterClick God Is The .com  GOD-The Place to Go for the Best Answer to Any Problem. He Is Your Best Friend.  One Liner Bible Quotes.
Technology Click Radford Video Creations Jim Radford, Producer  Receptions,Click  If you have Cable Speed for a 6 minute Radford Video Creations.  
Click Cell-Phone-Expert.com  Click
AdSense and AdWords Marketing Research   
Click U of H Internet Marketing on monetizing SEO via EBay / Ofoto 
Click  Remove Mirar  A Bad Toolbar

Click  Biometrics for Your Security! You Can't Go Wrong With Fingerprint, Retina, Voice, Facial, Hand, and Iris Scanners and Identification-Recognition Systems!
Click  Do You Understand Your Cell Phone? The Cell Phone Expert Shows How Your Cell Phone Works PLUS New Info On Digital Phones and Wireless Click Misspelled Words On Brians Websites
Tents, Tarps, Party
Tent Canopies, Awnings Dome Tents
Click Competitors Tent-Tarp-Awnings-Directory  Click Form Letter Click Generic-Text Only  PTC Info Click Misspelled Party Tent Words Click Party Tent Duradiagrams
Click Party Tent City.com Party Tents, Awnings, Fire& Flame Retardant Tarps Canopies Camping Canopy, Clear Window Tarpaulins, Wedding & Church Revival Tents, Tent Hardware, Dome Shelters,  Garage Tents, Portable Storage, Modular Tents, Backyard Movie Screens, Golf Driving Range Rain & Shade Shelters, Black Mesh Shade Cloth, White,Silver, Tarps, 6x8, 10x10, 10x20,10x20, 20x20, 20x30,20x40, 30x30,30x40,40x40,40x50, 40x60. 50x50. Click Images Photos-Only Party Tents Canopies  Awnings Click Tent Installation Instructions  Click Tarp City .com Fire Retardant, Flame Retardant  White & Silver Heavy Duty Tarps. Red, White and Blue Patriotic tarps. Clear Window Tarps, Black Mesh and Shade Cloth. Custom Tarps. Custom .Click Tent DuraDiagrams 1 Connector Images. Click Diagrams 2
Click ChangingIdeas.com Tent Folder Click IdeaPhotos.com Tents File   Click Dome Tent Photos and Instructions. Click Clear Tarps/ Clear Window Tarp Click Changing Ideas Party Tents
Tent  Discounts Click Ask about the Party Tent or Consulting discounts you get when you subscribe free to: www.NelsonsNewsLetter.com
Travel Click Cruise to Cozumel, Mexico and Progresso, Yucatan . Click China Travel
Click Josephine Visnovske's Free E-Book on Greece Click World Travel Directories for International FAQ's on Air & Train Travel, Lodging, Touring

Click Google Earth. You won't Believe What you can see on this site. Your House, Free Software Download Required
Click Evergreen Club& Affordable Travel Club Members  Brian & Rosemary Nelson New England Seniors Visited
Click Evergreen Club & Affordable Travel Club  Members Lyn & David Hargreaves Travel Animal & Scenic Photo Journal
Click China Modern Architecture Photos. Modernization in the 21st Century.
Trigeminal Neuralgia
Extreme Facial Pain
Click Dental Education Trigeminal Neuralgia Extreme Facial Pain Click Trigeminal Neuralgia Patient Painful-Stories
Click My Trigeminal Neuralgia (TN) Story only  Click My Story on TN Brian N   Click Trigeminal Neuralgia Slide Show Story of Pain Click Medical Data Base  Medical Costs More Expensive  Due to Non Use of Technology Click MyTrigeminal Neuralgia Story Directory Click Slide Show Draft for New TN Patients. Click-Trigeminal Neuralgia Assn Page 1  Click-Trigeminal Neuralgia Assn Page 2
 Click What is Trigeminal Neuragia? Portland,OR Slide Show
Click Trigeminal Neuralgia National Conference
Click The Trigeminal Neuralgia National  Association Website A Hard to  Diagnose Medical Disorder. Head Pain.
Click Trigeminal Neuralgia  Brian Nelson's Journal Tic Douloureux (TN)  Orofacial Pain-If you have Face Pain View this site Click Page 1. Trigeminal Neuralgia   Click Page 2 Trigeminal Neuralgia Click Page 3 Trigeminal Neuralgia  Click Page 4  Trigeminal Neuralgia 
 Click MyTrigeminal Neuralgia Stories Directory  Click Brian's TN Story Quck Version  Shirley  Sandi
Wanted Click. Wanted Vinyl Outdoor Building Material Click. Wanted to Buy Classifieds. List your wants here FREE.  
Click
Free Internet Classified Advertising
Houston Click Whispering Oaks-Bunker Hill Recycle Team Houston, TX
Major Cities of Interest to this Site.
1 New York City, New York;
2 Los Angeles, California;
3 Chicago, Illinois
4 Houston, Texas
5 Philadelphia, Pennsylvania
6 Phoenix, Arizona
7 San Antonio, Texas
8 San Diego, California
9 Dallas, Texas
10 San Jose, California9
11 Detroit, Michigan
12 Indianapolis, Indiana
13 Jacksonville, Florida
14 San Francisco, California
15 Columbus, Ohio
16 Austin, Texas
17 Memphis, Tennessee
18 Baltimore, Maryland
19 Fort Worth, Texas
20 Charlotte, North Carolina
21 El Paso, Texas
22 Washington, District of Columbia
23 Milwaukee, Wisconsin
24 Seattle, Washington
25 Boston, Massachusetts
26 Denver, Colorado
27Louisville,  Kentucky
28 Nashville-Davidson  Tennessee
29 Las Vegas, Nevada
30 Portland, Oregon
31 Oklahoma City, Oklahoma
32 Tucson, Arizona
33 Albuquerque, New Mexico
34 Long Beach, California
35 Atlanta, Georgia
36 Fresno, California
37 Sacramento, California
38 New Orleans, Louisiana
39 Cleveland, Ohio
40 Kansas City, Missouri
41 Mesa, Arizona
42 Virginia Beach, Virginia
43 San Juan, Puerto Rico
44 Omaha, Nebraska
45 Oakland, California
46 Miami, Florida
47 Tulsa, Oklahoma
48 Honolulu CDP, Hawaii
49 Minneapolis, Minnesota
50 Colorado Springs, Colorado
51 Arlington, Texas
52 Wichita, Kansas
53 St. Louis, Missouri
54 Raleigh, North Carolina
55 Santa Ana, California
56 Anaheim, California
57 Tampa, Florida
58 Pittsburgh, Pennsylvania
59 Cincinnati, Ohio
60 Toledo, Ohio
61 Aurora, Colorado
62 Bakersfield, California
63 Riverside, California
64 Stockton, California
65 Corpus Christi, Texas
66 Newark, New Jersey
67 Buffalo, New York
68 Saint Paul, Minnesota
69 Anchorage, Alaska
70 Lexington, Kentucky
71 Plano, Texas
72 St. Petersburg, Florida
73 Jersey City, New Jersey
74 Glendale, Arizona
75 Lincoln, Nebraska
76 Chandler, Arizona
77 Henderson, Nevada
78 Greensboro, North Carolina
79 Norfolk, Virginia
80 Birmingham, Alabama
81 Scottsdale, Arizona
82 Fort Wayne, Indiana
83 Bayamón, Puerto Rico
84 Baton Rouge, Louisiana
85 Madison, Wisconsin
86 Hialeah, Florida
87 Chesapeake, Virginia
88 Garland, Texas
89 Orlando, Florida
90 Rochester, New York
91 Akron, Ohio
92 Chula Vista, California
93 Lubbock, Texas
94 Laredo, Texas
95 Modesto, California
96 Durham, North Carolina
97 Reno, Nevada
98 Fremont, California
99 Montgomery, Alabama
100 Glendale, California

You are at: http://www.IdeaPhotos.com/Truss-Systems/History-Of-Trusses.html    ud 12/20/2007 12:39 PM -0600  Bookmark this page now!