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Smart Reasoning:

C&E

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Qaagi - Book of Why

Causes

Effects

Acidic conditionscausedamage to concrete structures

Contact with extremely high or low temperatures and humiditycan causedamage to concrete structures

A guideline limit is 1000mg / lcan causedamage to concrete structures

SF Marina Systemshas been designingconcrete floating structures

The large drying shrinkage of concretecan causecracks in concrete structures

An anchor pointdesignedfor use in concrete structures

according(passive) should be designedPrecast concrete utility structures

The Contractorshall designpost - tensioned concrete structures

The high creep and shrinkage valueshave resultedin cracks in concrete structures

a variety of contributing factors(passive) are caused byCracks in concrete structures

the buildup of hydrostatic pressurecan causecracking in concrete structures

so that the steel will fail before the concrete(passive) are deliberately designedReinforced concrete structures

the major durability problemcausingdeterioration of concrete structures

the damagecausedto reinforced concrete structures

as simply supported shear wall systems(passive) are mostly designedPrecast concrete structures

structural engineersdesignprecast concrete structures

according to a specific stability concept(passive) should be designedPrecast concrete structures

for 100-year service life(passive) can be designedPrecast concrete structures

Fire is knownto causespalling in concrete structures

with Vietnamese script(passive) were paintedThe Gasworks rough concrete structures

Similarly the sulphate infested soil conditionsleadto disintegration of concrete structures

by the alkali - silica reaction ( ASR(passive) caused byconcrete structures

the alkali - silica reaction ( asr(passive) caused byconcrete structures

to keep water in or out or both(passive) can be designedWatertight concrete structures

on the basis of 28 days cylinder crushing strength(passive) are designedConcrete structures

by reinforcement steel corrosion(passive) caused byconcrete structures

on the basis of 28 days cylinder crushing(passive) are designedConcrete structures

chloride - induced corrosion(passive) caused byconcrete structures

by creep and shrinkage , Engineering Structures(passive) caused byconcrete structures

by sulfate attack(passive) caused byconcrete structures

by sulfate attack (passive) caused byconcrete structures

sulfate attack(passive) caused byconcrete structures

usedto designconcrete structures

for durability(passive) can be designedConcrete structures

by corrosion of reinforcing bars(passive) caused byconcrete structures

Engineersdesignconcrete structures

by engineers(passive) are ... designedconcrete structures

orderto designconcrete structures

a comprehensive guideto designprestressed concrete structures

to be water - tight(passive) are designedConcrete structures

to be non - crackingare designedto be non - cracking

pinkpaintedpink

to poor field performance of some concrete pavement sectionshas ledto poor field performance of some concrete pavement sections

severe channel erosioncausingsevere channel erosion

to protect the production facilities from bomb attacksspecifically designedto protect the production facilities from bomb attacks

the deterioration of a concrete structurecausethe deterioration of a concrete structure

to control water flow across steep topographic gradientsdesignedto control water flow across steep topographic gradients

and constructed in the futureare designedand constructed in the future

The damage(passive) caused byThe damage

in the " limits state design method for structural concreteresultedin the " limits state design method for structural concrete

degradation(passive) caused bydegradation

damage in concretecauseddamage in concrete

and built to Inland Rail engineering specificationsdesignedand built to Inland Rail engineering specifications

in the limits state design method for structural concrete.resultedin the limits state design method for structural concrete.

in the " limits state design method for structural concreteresultedin the " limits state design method for structural concrete

carbonation of concrete and corrosion of reinforcementmay causecarbonation of concrete and corrosion of reinforcement

to look like tunnels from withindesignedto look like tunnels from within

up his firm in England during the 1900ssetup his firm in England during the 1900s

the damage(passive) caused bythe damage

according to ACI codedesignedaccording to ACI code

and built under the supervision of Sir John Monashdesignedand built under the supervision of Sir John Monash

to resist earthquakesdesignedto resist earthquakes

to brittle and catastrophic failure of the structurescan leadto brittle and catastrophic failure of the structures

to their failurewill leadto their failure

up Terence O'Sullivan's firm in England during the 1900ssetup Terence O'Sullivan's firm in England during the 1900s

built to be durable in harsh conditionscan be designedbuilt to be durable in harsh conditions

according to present building codesdesignedaccording to present building codes

from temperature stresses at early agesresultingfrom temperature stresses at early ages

his firmsethis firm

for other purposesoften designedfor other purposes

in pre-1970sdesignedin pre-1970s

to be watertightdesignedto be watertight

to deterioration and premature failureleadingto deterioration and premature failure

environmental as well as waste and disposal problemscan causeenvironmental as well as waste and disposal problems

to respond to the natural conditions of their locationsdesignedto respond to the natural conditions of their locations

to respond to the natural conditions ofdesignedto respond to the natural conditions of

Encardio - rite models EDS-12V / EDS-12V - EX vibrating wire sister bar strain meters(passive) are specially designedEncardio - rite models EDS-12V / EDS-12V - EX vibrating wire sister bar strain meters

from a delay in placement of sufficient time to preclude a chemical union of the material in two successive poursresultingfrom a delay in placement of sufficient time to preclude a chemical union of the material in two successive pours

to strengthen concretedesignedto strengthen concrete

Metal and steel buildings as well as(passive) can be paintedMetal and steel buildings as well as

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Smart Reasoning:

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