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Class Notes for Civil Engineering at Carleton University

CIVE 2700 Lecture Notes - Lecture 2: Work Hardening, Ultimate Tensile Strength, Rebar

Material Sciences Why study mechanical properties of materials? To understand behavior of materials during deformation Important to design product to resist deformation, but if it deforms due to loading: Dont e...

Civil Engineering
CIVE 2700
John Gales
CIVE 2700 Lecture Notes - Lecture 3: Epoxy, Open Hearth Furnace, Wrought Iron

STEEL & ALLOYS 90% of metal used in the world is iron based (ferrous) Steel isnt a single material, but a family of ALLOYS. Ferrous materials divided into 2 categories: 1. Steel: 0.02-2.11% Carbon ...

Civil Engineering
CIVE 2700
John Gales
CIVE 2700 Lecture Notes - Lecture 5: Rockwell Scale, Brazing, Shear Modulus

ALUMINUM Aluminum represents 8% of Earths crust Very difficult to produce! High temp and energy required to make the metal. Production to aluminum second only to steel Alloy 6061-T6 is ...

Civil Engineering
CIVE 2700
John Gales
CIVE 2700 Lecture Notes - Lecture 17: Asphalt Concrete, Emulsion, Polystyrene

Transportation **Table to memorize Bituminous materials are classified as asphalts and tars: Asphalt (bitumen): Obtained from refined petroleum. Very sticky and highly viscous at room te...

Civil Engineering
CIVE 2700
John Gales
CIVE 2700 Lecture Notes - Lecture 16: Moraine, Hydrometer, Sieve Analysis

SOIL Necessity of Studying Soil 1. Unanticipated action of water 2. Frost action in soils 3. Unexpected settlements of soils 4. Lateral displacements of soil Description of Soil Consists of sol...

Civil Engineering
CIVE 2700
John Gales
CIVE 2700 Lecture Notes - Lecture 2: Digital Image Correlation, Strain Gauge, Plastic Film

STRAIN GUAGES Many types of strain gauges Has structure such that a grid-shaped sensing element of thin metallic resistive foil (3 to 6m thick) is put on a base of thin plastic film (15 to 16m thick) a...

Civil Engineering
CIVE 2700
John Gales
CIVE 2700 Lecture 1: 1)INTRO

INTRO Materials: - Steel - Concrete - Masonry - Polymers - Asphalt - Soil - Wood At the design stage suitability of different construction materials are assessed. ...

Civil Engineering
CIVE 2700
John Gales
CIVE 3206 Lecture 16: CIVE 3206 - 2011-03-01

CLIVE 3aoG O3 AV mengh, bl aggreA M M Me M becauses crack casses Teo STmups Terups crossing crach" du CoTo Avfy d urned Morsch he, calculate from STmups for Rrmula to calaub used m gauge vd shean Asrce cause d nat crack to...

Civil Engineering
CIVE 3206
Edward Sherwood
CIVE 3206 Lecture 2: CIVE 3206 - 2011-03-03

7.6 E (would he been included wh laoT kenue) ST, Trups double. "lo mps 300 VS S-300 7 VR beam, buar STmps NA racked sechTo 23 O. IO 37 KN TV 37KN VR 27 7.7 Shear D factored loada KNAm SOLN 2SMAa. column cunmnuouo beams ner...

Civil Engineering
CIVE 3206
Edward Sherwood
CIVE 3206 Lecture 3: CIVE 3206 - 2011-02-17

CIVE 3.06 P. V 0.003 CCA NA/CA Boo O.OO2 OO Asa 200O 003 0.8333 t 800 above NA Comp anoher Dach 27 300 2SO CCA A IOS, 000mm 03,6 2040 KN 300 p, 2 Eric -O COBS 8SO O O O O US O only per max momen alRoum e sreel eldo Capaci ...

Civil Engineering
CIVE 3206
Edward Sherwood
CIVE 3206 Lecture 4: CIVE 3206 - 2011-03-08

p. elopmenT anchor. bedded 2011-03-08 Developm enT LengT fsz. A in cunTacT w/ Concre Te, bond alled. CHPa To And ld smeoa x surAcace area Yrcban (A -A) d. moSTolangerduo Pe rach. you can see Inine lenamense wnukom) called ...

Civil Engineering
CIVE 3206
Edward Sherwood
CIVE 3206 Lecture Notes - Lecture 5: Order Of Newfoundland And Labrador

CIUE 3006 7.1 InTroduares (see handour S-30 fon b 0.8x3I 4x300 238 mm Col- 2296 KU-m 0.6X8 2296 10 Hmm we mor deoar beams S. C. when ou loaded flexure 6 do noT fail m shear 7.2 Shear in unomoked SedmonM al sredo heam D (C ...

Civil Engineering
CIVE 3206
Edward Sherwood
CIVE 3206 Lecture Notes - Lecture 6: Soo Line Railroad, Ataman

CIVE 3206 Q01-03- O 5.4 Ex 30 M "20 zo... d dyL. leng Th concrete embeded column deorlopmenT leyn 3 (because 420 7200) bed ban I300mm don use Doo L 12.2. S unk you have good laablay insuance pull wall Sreel danT ewek Hooke...

Civil Engineering
CIVE 3206
Edward Sherwood
CIVE 3206 Lecture Notes - Lecture 7: Centroid, Raw Image Format

CLIVE a 06 20 Eric Steure comp force, CL, eo sTross block always acrs ar centroid STress bo is abouts Cenwadat anus noT sum momen Tee Beams CIC M d on side cracko column Column we don analyze Conc In Tens hence we don anal...

Civil Engineering
CIVE 3206
Edward Sherwood
CIVE 3206 Lecture Notes - Lecture 8: C3B, Soo Line Railroad, Tyti

CIVET 320 b From da. Lo As Axloe Load, N can simply el ormat Lon, A Con crea e STEE 20ll OI-II N Eau rium CONCRETE STRESS F REBAR (STEEL STRESS STreso s Train relationo CONCRETE STEEL STRANS COMPATIBILITY STT EQUATIONS ECP...

Civil Engineering
CIVE 3206
Edward Sherwood
Permachart - Marketing Reference Guide: Magnetic Circuit, Electrical Network, Angular Velocity

l e a r n • r e f e r e n c e • r e v i e w permacharts TM Electrical Engineering GLOSSARY OF TERMS ...

Electrical Engineering
4400:307
All Professors
Electricity & Magnetism - Reference Guides

This Guide is another one of the many products that effectively advances one’s knowledge of a distinct aspect of the physical sciences. The basic of the properties of electricity and electrical circuits are established in ...

Electrical Engineering
4400:307
All Professors
Permachart - Marketing Reference Guide: Semiconductor Device, Precision Rectifier, Envelope Detector

permacharts TM E le c t r o n ic sI Waveforms Diodes ...

Electrical Engineering
4400:307
All Professors
Permachart - Marketing Reference Guide: Schmitt Trigger, Square Wave, Negative Feedback

permacharts TM E le c t r o n ic sII Operational Amplifiers (OP AMPS) ...

Electrical Engineering
4400:307
All Professors

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