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Qaagi - Book of Why

Causes

Effects

for heavy commercial , agricultural and industrial use(passive) is designedTruss Building

with a back - to - back collection of lacing members separated by the width of the flange thickness of an additional structural member(passive) are designedTruss jibs

with a back - to - back arrangement of lacing members separated by the width of the flange thickness of an additional structural member(passive) are designedTruss jibs

with a back - to - back collection of lacing members separated by the width of the flange thickness of another structural member(passive) are designedTruss jibs

with a back - to - back arrangement of lacing members separated by the width of the flange thickness of another structural member(passive) are designedTruss jibs

a customdesignedtruss structure

of metal or wooden truss , abutments and supporting _(passive) is composedtruss bridge

by the Texas Highway Department(passive) designed bytruss bridge

From customdesignedtruss 's

the Wrought Iron Bridge Co. of Canton , Ohio(passive) was designed bytruss bridge

the J.E. Jayne and Son Bridge Company of Iowa City(passive) was designed bytruss bridge

by the Canton Bridge Co. of Canton , Ohio , fabricated by the Cambria Steel Co. of Pittsburgh , Pennsylvania , and built by the Canton Bridge Co.(passive) was designed bytruss bridge

buckling constraints(passive) was mostly designed byTruss structure

to be used as a column(passive) is designedTower Truss

with a back - to - back collection of lacing members separated by the width of the flange(passive) are designedTruss jibs

Eran Chen of ODA , guards and illuminates 38 spectacular homes(passive) designed bytruss tower

of truss girder , legs , lower cross beams and other components(passive) is mainly composedTruss Crane

Expansion and contraction of roof trussescausingtruss lift

of load bearing triangular structures ( a truss ) with the platform on top(passive) are composedTruss Bridges

with a back - to - back collection of lacing members separated by the width of the flange thickness of an additional structural member(passive) are designedTruss booms

of individual groups of wood or iron members(passive) were composedTruss bridges

This engineering competition involvesdesigningtruss bridges

with a back - to - back collection of lacing members separated by the width of the flange thickness of another structural member(passive) are designedTruss booms

with a back - to - back arrangement of lacing members separated by the width of the flange thickness of another structural member(passive) are designedTruss booms

of individual groups of wood or iron members arranged in the form of a triangle(passive) were composedTruss bridges

of connected elements(passive) are composedTruss bridges

Students will use simple CAD softwareto designtruss bridges

the same forcescausetruss uplift

Students will use introductory CAD softwareto designtruss bridges

the cracksresultTruss uplift

These thermal stressescausetruss uplift

to support of live load per foot(passive) are typically designedTruss battens

for projects requiring a long span bridge with limited approach depth(passive) is designedTruss The Capstone truss

to take serious abuse and reinforce your entire axle(passive) is designedtruss

by Theodore Cooper(passive) designed bytruss spans

former Molson Coors executive , Brett Vye in the role of Chief Executive Officer(passive) will be led byTruss

by a unit load placed at any point(passive) caused byTruss

to support heavy loads using lightweight materials .. vertical component , horizontal component 3(passive) is designedtruss

by Simeon S. Post , an iron truss combination with wood(passive) designed bya truss

the memberscomposinga truss

of steelcomposedof steel

of steel tubecomposedof steel tube

of metal or wooden truss , abutments and supporting _ _ _ _ _ _ _ _is composedof metal or wooden truss , abutments and supporting _ _ _ _ _ _ _ _

of metal or wooden truss Trussis composedof metal or wooden truss Truss

with a bottom chord sloping upwards to an interior peak at the center of the buildingdesignedwith a bottom chord sloping upwards to an interior peak at the center of the building

of five spanscomposedof five spans

for an Ontario Hydro service road near Sudbury , Ontariodesignedfor an Ontario Hydro service road near Sudbury , Ontario

correctlyWhen designedcorrectly

of connected elementsare composedof connected elements

welldesignedwell

to carry and safely display your fixturesdesignedto carry and safely display your fixtures

built , and their useswere designedbuilt , and their uses

to be modularare designedto be modular

during the early 20th century due to manufacturing limitationsinventedduring the early 20th century due to manufacturing limitations

due to manufacturing limitations in the early 20th centurydesigneddue to manufacturing limitations in the early 20th century

alsocan ... causealso

problems(passive) caused byproblems

drywall cracks(passive) caused bydrywall cracks

audible creaking and popping and leads to severe crackingcausesaudible creaking and popping and leads to severe cracking

the cracking(passive) caused bythe cracking

of trianglescomposedof triangles

top floors(passive) caused bytop floors

from when the building was constructed circa 1900soriginatingfrom when the building was constructed circa 1900s

a horizontal crack between an interior wall and the ceilingcan causea horizontal crack between an interior wall and the ceiling

in cracks along the cornices on inside , non - load - bearing wallscan resultin cracks along the cornices on inside , non - load - bearing walls

for the load you need in the housedesignedfor the load you need in the house

Cracks(passive) caused byCracks

to support one or more trussesdesignedto support one or more trusses

from the natural shrinking / swelling of woodresultingfrom the natural shrinking / swelling of wood

the trusses to meet and exceed all engineering specifications in order that the trusses will perform as expected for the life of the housedesignsthe trusses to meet and exceed all engineering specifications in order that the trusses will perform as expected for the life of the house

of floor systemcomposedof floor system

roofdesignedroof

to carry heavy loads from other structural members framing into itdesignedto carry heavy loads from other structural members framing into it

to carry heavy loads from other structural members framing into itdesignedto carry heavy loads from other structural members framing into it

to support one or more trussesdesignedto support one or more trusses

to support one or more other trussesdesignedto support one or more other trusses

with no supporting wallsdesignedwith no supporting walls

the way(passive) that ... is designedthe way

support building spans from 24 ft to 160 ft wide but can be assembled to achieve any length requireddesignssupport building spans from 24 ft to 160 ft wide but can be assembled to achieve any length required

for live loaddesignedfor live load

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