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Simply return the disk to SHOPWARE and we will  sU@@Q@@l -"jT@@-T( `6^*< (YP?@PX? VTPC@Pz@@@@@P ((    T ?@@ L@@+  G @@ b@AN@CPS* @?W > ((\P9@@_6(a@@1Tf 0 i@@@$Pp* rUP@@T **((**C(D(**** @UUT@v * b ((D@@@@j k(((DDD@&sm@D l  I @  I@@@@ (G@@.  E  C ( @@PPPPTU@UP} *s@U&p )" fT2@Tc 4 `6P\(< \>@X ?W@EU@@@@@@ O P@   ( 8@@N (@@'  H  D $ E @@ PPTQFU A V@@AW = \@9P^;aP6Pf ."i@)Tl*!* rUPPUz **((**F(C ****(kmnopqrstuv G( @@) @@@K@  I  "P@@J@@ v&" PPPI@@@ "o' IPP@ @ IP "@@a@- @BEH@BEH("B (**( PUUPz*  *(sT"@l. f@.@c((3 bP@:T[ = Y=W* B (VAU*( @@@@@ *P@    A@@@>}SHOPWARE1 >$SHOPWARE.N >}TITLE >.Engineering Technology >.Bridge Building, Part 1 >.Copyright @ 1990 >.SHOPWARE Educational Systems >P >.Text by >.Brian Rutherford >.Art by >.Jay Marbut >P >F Iu' M1'  'TEXTjM1L"i%ALBUMl M1 iINDEXw3M1 ipromptly send you a replacement disk. We stand behind our software! >.SHOPWARE Educational Systems >.101 Hill Road >.Aberdeen, WA 98520 >.(206)-532-3392 >P >F IA( mAAm @@@@@@@(((I !@@@@@k@AA@(( I @@AA@ a @@ G( @&  L >@@PPPPS@C@@TF U@?@Z ?Y<^6(dP1Pc  + iP$@@@p* "zT@@Tz **((** D(DE(***( PUUTz(*  *rP3 SHOPWARE.N 0 SHOPWARE1 2945 TITLE 4698 .END 5323 WGgBp~~zj*+//??q|}}uuUWGg `~zjj*+//? A|~&}}uUW__p|~/~zzjj*+//?ax~:uUW_?p|@~zj*+Ogsqyyy||~E?OCsp}}U~~\^^^^8+*jjz~~ ~|pG?:_WWUuu}~?/?//+*jjz~~ϟ?%__WUuqqs ??/+*jjz~ Ǐ?__WUeeeg /+*jz~Ï_WUuqs?*zчUg z*+?p}uUW_Ox~zj*+/?ax }uuUWՀpu 1b((b *OUgs%^PsgPLP|y|P?PpfpPxyaLaR??T~~aLa?\~|xq33#''?Q@_WWUuu}}|||yqcGO?B??//+𿏜]Օ]^Յ  Ӏa aՅ Ձiب ĄnՁ*̆-7Ԕ:Հ>T  ])   4츘 - " Ȉ  %  Օ 𿏀!  Հ$ [츘: &𸟇𜌎# Յܜd 𰰀aс ǀa𿇀^ԃ Ձ\Y  [  T@@8P_7 aP1@@d( 0 iP(Pn (  wTP@PUz**(((**E((FpՀՀkiՐ!@D kt& m @@@I+@@@h  @@PI P@@@J - ( $D  D PPPP)( RPFU A (U?@@@Z ? Z"Al ("j.PdT;T_ <(ZTP= UD@R($@@@@@@ N    (P@?@@ G' \@P  @@@D c gPEngineering Technology Bridge Building, Part 1 I 3 Engineering Principles SW520 1 /SW520.1/L1 T111 Compression & Tension SW520 2 /SW520.2/L2 T111 Beams & Trusses SW520 3 /SW520.3/L3 T111 e internal components of a structure resist shear. Shear forces are common in all structural systems. Bolts, rivets and welds are usually subject to shear forces. >>SHER A bolt in double shear is stronger than a bolt in single shear. >>RODS Torsioning forces. In shear one part of the solid slides past the other part. >>SLIDING Sliding is the essential feature of shear. Shear can also be described as compression and tension at right angles to each other. >>SNOW It is important to understand how thhe part of the structure that carries the load in tension is called a tie and the part that carries the load in compression is called a strut. >>SHEAR >.Shear The third phenomenon is shear. Shear is the tendency for a material to be divided by two opposhing is free. A structure in tension is less stable than a structure in compression. >P For example, tension structures move more readily in a strong wind. A structure in tension can be affected more by live loads and in a more dramatic way. >>STRUT Tped up by a column in compression. >P The result is the same, the plant is supported. >P However, there are differences. The system using tension has the advantage of weighing less. A lighter structure does less work holding itself up. >>WINDY But noting a steel cable under tension. The cable lifts the load up by pulling on its support. >>TENSION Compression and tension can work in opposite ways to achieve the same result. For example, a plant pot can be hung from a rope in tension or it can be prop. If the wall holds up a roof then the roof too is pushing down on the bricks. >>TENSION345 Tension is the tendency for a material to stretch, or to be pulled apart. Pulling is the essential feature of tension. >>CRANE A crane lifts heavy loads by usz|}~th each other. >C >}PUSHING Compression is the tendency to condense or squash a material. Pushing is the essential feature of compression. >>BRICK Consider a brick wall; each brick is compressed by the bricks above pushing down under their own weight>}STRESS1 >.Compression and Tension >$STRESS.N There are five stresses or ways in which materials react to the forces or loads placed upon them. >C They are Compression, Tension, Shear, Torsion and Bending. >C These stresses may also act in combination wiL2u' M1'  '$TEXT{jM1My%ALBUML,M1~( yINDEXiM1~( y or torque is another result of the forces acting on a structure. It is the tendency of a material to be twisted. >>RODS Torsion too can be explained as compression and tension. If a grid of squares is drawn on a cylinder and the cylinder is then twisted the squares will be distorted into parallelograms. >>PLANE Torsion is often the most difficult stress to deal with. >P For example, it took a great amount of time, research and testing to develop a safe monoplane near the end of World War One. >P Tes weigh less than compression structures. >E >B >>M 5. The part of a structure that carries the load in tension is called a: A. Strut B. Tie C. Member D. Support E. Beam >#B The part of a structure that carries the load in tension is called a tision and a compression structure? A. Tension structures weigh less. B. Compression structures are affected more by live loads. C. Compression structures are weaker. D. Tension structures are stronger. E. There is no difference. >#A Tension structurnding >#D Compression is best described as pushing. >E >B >>M 3. Tension is best described as: A. Pulling B. Turning C. Twisting D. Bearing E. Holding >#A Tension is best described as pulling. >E >B >>M 4. What is the difference between a tenompression and lever E. Wind, gravity, shear, tension and bending >#A The five types of stress are compression, tension, shear, torsion and bending. >E >B >>M 2. Compression is best described as: A. Pulling B. Torsion C. Tension D. Pushing E. Be >.Compression and Tension >P >[ABCDE] >B 1. The five types of stress are: A. Compression, tension, shear, torsion and bending B. Wind, rain, gravity, earthquakes and temperature C. Beam, truss, arch, triangle and tower D. Tie, strut, tension, cM By understanding Compression, Tension, Shear, Tension and Bending one can begin to visualize how a structure will react under load. In the next disk you will see how different types of structures transmit these forces to ground. >>M >.The Quiz fornes that forces, caused by loads follow, as they are transmitted through the system to the ground. >P Many structures use beams as the components that transmit these forces to the ground.. >>BRIDGE Others use the arch. >>BRICHES Tension structures. >>dges that use cables will sag when the cables stretch due to the tension forces within them. >>TORSION Uneven traffic on both sides of a bridge or wind subjects the bridge to torsion or twisting. >>FLOOR >.Thrust lines Thrust lines are the imaginary lireak often shows whether the failure was because of compression or tension. Bridges are subject to shear especially at or near the supports. >>BRIDGE1 Sometimes the bridge piers will crumble due to the compression forces applied to them. >>BRIDGE2 Brixamine some of the ways in which bridges may fail if they are not designed to withstand the loads placed upon them. >P First, bridges are subject to bending. Usually bending creates compression on the top and tension on the bottom. The appearance of the bmembers react to the loads placed upon them are Compression, Tension, Shear, Torsion and Bending. These stresses may also act in combination with each other. When the limits of stress and strain are surpassed within a structure it will fail. >P Lets eends. Now the top of the beam is in tension and the bottom is in compression. >>ELEPHANTS85 Bending can cause a side effect that creates an additional force called bending moment or lever arm. >P >.Structural Failures The five ways in which structural ports the beam will bend downwards. This is called sagging. The top surface of the beam is compressed and the bottom surface is stretched in tension. >>ELEPHANTS53 Hogging occurs when the support is the center of the beam and the loads are placed on the he wings of the early designs had a tendency to twist off when the plane came out of a dive. >>ELEPHANTS The last stress to be considered is deflection or bending. >>ELEPHANTS34 When a load is placed on the center of a horizontal beam resting on two supe. >E >B >>M 6. Shear is best described as: A. A tie B. A strut C. Sliding D. Breaking E. Twisting >#C Shear is best described as sliding. >E >B >>M 7. Torsion is best described as: A. Shear B. Tension C. Compression D. Sliding E. Twisting >#E Torsion is best described as twisting. >E >B >>M 8. A side effect of bending is: A. Hogging B. Falling C. Breaking D. Bending moment or lever arm E. Sagging >#D A side effect of bending is bending moment or lever arm. >E >P >B 9. Bridgexp      x|  @~| ~|  @  @  @``````````````|  `_ @`x~ Fvz9`ppx `p  @`  ? ???  xp px @  !   xp px px ppp`    ~| p` @`? ? Q`p `p`x|~ ~@` $    ~~+`p`p `p p` +   ~| ~|  `nG_YX |?     "_.( 0@$`0p0 pz@p|? @@pXh`` `x=@p|?  `8n; D`p xp8~ >` " ~=  ~ ~p ~|x p|~  @@    ?~{x p?  `_ @ `@0 p @p|86 VNp`?P @Op ?O O@0l `X6  @p|?c{}`x~@p|?~pw`8n; ?# @   ?    ~y ~    -   -    ~ |` |x |x @    #|    `p  ~|  @`  ~ ~         ~    ~ ~  @0l `X6 b @ e .(06X"`x~  @pX8X 8@pX` `x?p|?`x~ `8n;x p@ w~x~ s~wp E`p p`!~|  @ @ x|  |x x|d@7AFEI)N)NIFE7A@.'`p `p g~| ~|`p b@  a  a  a  a  a  a  a  a `_ @a@he system to the ground. >E >P You have now finished the lesson on `Compression and Tension". >R >P >F ces, caused by loads, follow as they are transmitted through the system to the ground. A. concrete B. imaginary C. wood D. steel E. real >#B Thrust lines are the imaginary lines that forces, caused by loads, follwe as they are transmitted through ts are subject to failure because of _________. A. a lack of use. 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