1. BCN 5905 –STRUCTURES I Dr. Larry Muszynski RNK 327

2. Theme for the Class Steel rusts, Wood rots, but Concrete is forever!!!!!!!!!!! But unfortunately, we sometimes make concrete forms out of Timber

3. Class Structure  30 - 75 minute periods.  20 lectures, three exams, lab, two or three take home assignments and a Field trip?

4. Course Outline  Fundamentals and Properties of Concrete Concrete Construction  Timber and Formwork

5. There is No such Animal as a Cement @$&!*^#%  Composition of Concrete PC + Water + Aggregates (FA & CA) + Porosity Heterogeneous and isotropic –Wood is homogeneous and non-isotropic –Steel is homogeneous and isotropic 1 cu.ft. weighs 94 # Properties of Fresh Concrete and Hardened Concrete

6. Fresh Properties  Slump  Temperature  Density & Yield  Air Content  Time of Setting

7. Hardened Properties  Strength  Air Content  Density, Absorption and Voids Heavy ~ 150 pcf or about 2 tons pcy  Volume Change  Durability  Permeability

8. How does Concrete Get Its Strength  PC + water = hydration reaction > GLUE + Heat  Cementitious material literally glues all of the inert (non-reactive) aggregates together to produce a solid load bearing mass that we call PCC  Strength is inversely proportional to the water-to- cement ratio

9. Strength vs. w/c Ratio for PCC Strength, psi w/c ratio

10. What’s Important  Good quality materials PC, water, coarse aggregate, and fine aggregate  Proper Proportioning of the Materials  Proper Mixing  Placing and Finishing  Proper Curing  QC Testing

11. How about the Costs? Item% of Total Cost Concrete Materials24% Labor & Equipment8% Reinforcing Steel12% Labor & Equipment7% Formwork Materials10% Labor & Equipment39%

12. Other Types of Concrete Lightweight Concrete Structural and Non-structural (120 – 50 pcf) High Density Concrete (400 pcf) Mass Concrete Pre-placed Concrete No Slump Concrete Roller-Compacted Concrete Shotcrete (Wet and Dry)

13. PC does NOT come from Portland Oregon  Portland Cement Limestone + Sand + Clay + Iron ore + heat(1500 C) = PC Clinker + Grinding = PC powder  Dry process and wet process Hydraulic Cement – hardens in air and under water Types I, II, III, IV and V –IA and IIA – blended with air-entraining agents –White Portland Cement

14. Blended Cements  Blended Cements Type IP or P – Portland Pozzolan Cement –Moderate heat and moderate sulfate resistance  Class C Fly Ash – 15 to 40%  Class F Fly Ash – 15 to 25% (FDOT) Type IS or S - Portland Blast Furnace Slag Cement –Low Heat (FDOT)  25 – 70%

15. Other Cements  Masonry Cement (mortar) Types N, S and M (See Table next slide)  Expansive Cements – Type K  High Early Strength Cements - RR Calcium Sulfoaluminate – Rapid Set Calcium Aluminate Cements- Cement Fondu Magnesium Phosphate – SET-45  Oil-Well Cements  Acid Resistant Cements Silicate based Sulfur

16. Mixing Water  Potable ie. Water suitable for drinking –Chloride < 0.05% –Sulfate < 0.08% –Organic salts < 0.05%  sugar

17. Aggregates  Coarse Aggregate Retained on #4 Sieve Igneous, Sedimentary and Metamorphic rock –Granite –Limestone –River gravel

18. CA continued Maximum size from 6-in to 3/8-in –Max size governed by ACI code  Slab, form size and/or reinforcement –Graded down to #4 sieve according to ASTM C136 –Common gradations, 467, 57, 67 and 89  1-1/2 in max, 1-in max, ¾-in max, and 3/8-in max respectively

19. Aggregates  Fine Aggregate Passing #4 Sieve ~ ¼-in. Natural Siliceous and Crushed Limestone Graded according to ASTM C33  See next slide –Fineness modulus  Indication of the average particle size (2.0 to 3.0)

20. Fine Aggregate Grading Limits Sieve size % Passing No. 495-100 No. 880-100 No. 1650-85 No. 3025-60 No. 505-30 No. 1000-10

21. Fine Aggregate Limits Sieve Size % Passing

22. Recycled Concrete Aggregate  Old concrete that has been removed and crushed to produce aggregate. Coarse aggregate in new concrete Fine aggregate in new concrete –Best combination is CA with natural fine aggregate  Good strength  Drying shrinkage problem Base-coarse replacement for natural limestone

23. Mineral Admixtures Pozzolanic (cement replacement) –Class C Fly ash –15 to 40% bwc –Class F Fly ash – 15 to 25% bwc Blast Furnace Slag (cement replacement) –25 to 70% bwc Silica Fume (cement addition) –6 to 12% bwc

24. Chemical Admixtures  ASTM C-494 and Table 6-1  Water Reducing – Type A  Set Retarding – Type B  Set Accelerating – Type C  Water Reducer-Set Retarding – Type D  Water Reducer-Accelerating – Type E  High Range Water Reducers – Type F  HR Water Reducer-Set Retarding -Type G

25. Air-Entraining Agents  ASTM C260  Admix that produces stable bubble system  Liquid and solid  Low dosage rates relative to other chemical admixtures (0.005 to 0.05% bwc).  Increase in durability – @freeze/thaw  Reduces compressive strength 5% per percent of entrained air

26. Fibers  Steel Individual and bundled  Glass – “alkali attack”  Synthetic – 1 to 1.5 lb per cu. yd. polypropylene nylon  Natural – “Egyptian pyramids” Straw, bamboo, and wood

27. Concrete Building Systems  Beam and Girder Floor system  Composite construction with Steel Beams  One-way joist floor  Flat Slabs  Flat Plate slabs  Two-way joist floor  Precast and Prestressed concrete  Connections