| 1 meterils for reinforced concrete . 1.1 basic concepts 1.1.1 materials for concrete 1.1.2 properties of the concerte mix 1.1.3 mixing and placing 1.2 concrete technology 1.2.1 durability of concerte 1.2.2 mix proportions 1.3 mix design 1.3.1 control of concrete quality 1.3.2 mix design criteria 1.3.3 mix design based on statistical data 1.3.4 mix design based on a prescribed margin 1.3.5 mix design based on a prescribed water-cement ratio 1.4 concrete testing 1.4.1 testing the constiuents of the mix 1.4.2 testing the consistency of the mix 1.4.3 testing of the concrete 1.5 concrete properties 1.5.1 compressive strength .1.5.2 tensile strength 1.5.3 modulus of elasticity 1.5.4 creep 1.5.5 shrinkage 1.6 reinforcement properties 1.6.1 deformed bars 1.6.2 welding reinforcement 1.6.3 corrosion protection 1.7 supplementary problems references 2 limit state principles 2.1 general concepts 2.1.1 limit state requirements 2.2 ultimate limit state procedure 2.2.1 strength design requirements 2.2.2 design strength and reduction factors 2.2.3 design lead and lead factors 2.3 serviceability limit state procedure 2.3.1 working stress design method 2.3.2 serviceability criteria 2.4 loading conditions 2.4.1 load types 2.4.2 loading combinations 2.4.3 loading arrangements 2.4.4 moment redistribution 2.4.5 approximate design coefficients 2.5 supplementary problems references 3 flexure of reinforced concrete beams 3.1 general 3.1.1 types of members 3.1.2 reinforcement detailing 3.2 strength design 3.2.1 rectangular beam with tension reinforcement only 3.2.2 rectangular beam with compression reinforcement 3.2.3 flanged section with tension reinforcement only 3.3 serviceability requirements 3.3.1 crack control 3.3.2 deflections 3.3.3 working stress design method 3.4 supplementary problems references 4 shear and torsion of concrete beams 4.1 design for shear 4.1.1 general shear concepts 4.1.2 design of beams without shear reinforcement 4.1.3 rectangular beam with shear reinforcement 4.1.4 shear in deep beams 4.1.5 design of corbels 4.2 design for torsion 4.2.1 general torsion concepts 4.2.2 design of beams without torsion reinforcement 4.2.3 rectangular beam with torsion reinforcement 4.3 reinforcement detailing 4.3.1 shear reinforcement 4.3.2 torsion reinforcement 4.4 supplementary problems references 5 bond and anchorage 5.1 general 5.1.1 bond effects in reinforced concrete 5.2 anchorage requirements 5.2.1 development length: straight bars in tension 5.2.2 development length: straight bars in compression 5.2.3 bundled bars 5.2.4 development length: hooked bars in tension 5.3 curtailment requirements 5.3.1 curtailment of flexural reinforcement .. 5.3.2 positive fiexural reinforcement 5.3.3 negative flexural reinforcement 5.4 reinforcement splices 5.4.1 splice lengths for tension reinforcement 5.4.2 splice lengths for compression reinforcement 5.4.3 welded splices and mechanical connections 5.5 reinforcement detailing 5.5.1 empirical detailing procedures 5.6 supplementary problems references 6 design of reinforced concrete columns 6.1 general principles 6.1.1 column instability 6.1.2 effective column length 6.1.3 slenderness effects 6.1.4 reinforcement detailing 6.2 short columns 6.2.1 short columns with axial load only 6.2.2 short columns with applied moment 6.3 long columns 6.3.1 determination of p-delta effects 6.3.2 magnified moments: non-sway frames 6.3.3 magnified moments: sway frames 6.4 transfer of force at base of column 6.4.1 transfer by bearing on concrete 6.4.2 transfer by reinforcement 6.5 supplementary problems references 7 design of reinforced concrete slabs 7.1 general 7.1.1 types of slabs 7.2 one-way slabs 7.2.1 design of one-way slabs 7.2.2 deflection criteria 7.2.3 reinforcement detailing 7.3 two-way slabs 7.3.1 design of two-way slabs 7.3.2 direct design method 7.3.3 shear requirements 7.3.4 deflection criteria 7.3.5 reinforcement detailing 7.4 supplementary problems references 8 design of footings 8.1 general 8.1.1 types of footings 8.1.2 reinforcement detailing 8.2 design requirements 8.2.1 strip footing 8.2.2 isolated column footing 8.2.3 isolated column footing with eccentric load 8.2.4 combined footing 8.2.5 strap footing 8.2.6 eccentric footing 8.3 supplementary problems references 9 retaining walls 9.1 general 9.1.1 types of retaining walls 9.1.2 general design considerations 9.2 cantilever and gravity walls 9.2.1 design of cantilever retaining walls 9.2.2 reinforcement detailing 9.2.3 gravity retaining wall 9.2.4 counterfort retaining wall 9.3 sheet pile walls 9.3.1 cantilever sheet pile wall 9.3.2 anchored sheet pile wall 9.4 supplementary problems references 10 piled foundations 10.1 general 10.1.1 using piled foundations 10.2 pile group with vertical piles 10.2.1 vertical loading only 10.2.2 vertical and lateral loading 10.3 pile group with inclined piles 10.3.1 no rotation of pile cap 10.3.2 rotation of pile cap 10.4 pile cap design 10.4.1 beam analogy method 10.4.2 truss analogy method 10.5 supplementary problems references appendix structural design programs for the hp-48g calculator index ... |
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