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 Merci a tous d'vote participation sur l'forum sha c'est une team ^^ 
Desolé a tous les chtio et chtiote de mon absences j'ai eu des problemes familliaux mais tout est rentrer dans lordre ne vous en faites pas je suis de retour ^^
Structural Elements Design Manual Draycott, Trevor||

 
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Structural Elements Design Manual Draycott, Trevor||
 MessagePosté le: Sam 21 Mai - 05:05 (2016) Répondre en citant  
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Structural Elements Design Manual Draycott, Trevor|| > bit.ly/1OEUfyM





PlayRead,,More,,Advertising,,Product,,Details,,ISBN-13:,,9780750686686,,Publisher:,,Taylor,,&,,Francis,,Publication,,date:,,06/26/2009,,Pages:,,272,,Product,,dimensions:,,7.50(w),,x,,9.10(h),,x,,0.60(d),,Related,,Subjects,,Construction,,&,,Building,,Trades,,-,,General,,&,,Miscellaneous,,Table,,of,,ContentsPreface,,ix1,,General,,Matters,,11.1,,Introduction,,11.2,,Codes,,and,,Standards,,21.3,,Loads,,and,,Actions,,41.4,,Limit,,State,,Design,,Philosophy,,81.5,,Determining,,Loads,,on,,Individual,,Structural,,Elements,,121.6,,Structural,,Mechanics,,211.7,,Design,,of,,Beams,,for,,Bending,,Moment,,231.8,,Compression,,Members,,311.9,,Material,,Properties,,331.10,,Summary,,332,,Timber,,Elements,,352.1,,Structural,,Design,,of,,Timber,,352.2,,Timber,,Strength,,Classes,,382.3,,Variation,,of,,Timber,,Stiffness,,and,,Strength,,with,,Load,,Duration,,and,,Service,,Class,,402.4,,Solid,,Timber,,412.5,,Durability,,422.6,,Load,,Duration,,and,,Service,,Class:,,The,,kmod,,Factor,,for,,Design,,at,,ULS,,452.6.1,,Timber,,Strength,,at,,ULS,,452.6.2,,A,,Rule,,of,,Thumb,,for,,ULS,,Strength,,Checks,,452.7,,System,,Strength:,,The,,Ksys,,Factor,,for,,Design,,at,,ULS,,472.8,,Timber,,Beams,,and,,Joists,,482.8.1,,Bending,,ULS,,482.8.2,,Bearing,,ULS:,,Compression,,Perpendicular,,to,,the,,Grain,,at,,Support,,Bearings,,512.8.3,,Shear,,ULS,,522.8.4,,Deflection,,SLS,,552.9,,Engineered,,Timber,,Products,,and,,Connections,,652.10,,Compression,,Members:,,Timber,,Posts,,,Columns,,and,,Struts,,672.11,,References,,733,,Concrete,,Elements,,753.1,,Structural,,Design,,of,,Reinforced,,Concrete,,753.2,,Symbols,,763.3,,Material,,Properties,,783.3.1,,Reinforcing,,Bars,,783.3.2,,Concrete,,793.3.3,,Partial,,Safety,,Factors,,813.4,,Durability,,813.4.1,,Shape,,and,,Bulk,,of,,Concrete,,823.4.2,,Concrete,,Cover,,to,,the,,Reinforcement,,823.5,,Resistance,,to,,Fire,,843.6,,Minimum,,Cover,,to,,Reinforcement,,863.7,,Limits,,on,,Areas,,of,,Reinforcement,,and,,Bar,,Spacing,,873.7.1,,Minimum,,Reinforcement,,and,,Maximum,,Bar,,Spacing,,873.7.2,,Maximum,,Reinforcement,,and,,Minimum,,Bar,,Spacing,,893.8,,Flexural,,Members893.9,,Beams,,893.9.1,,Effective,,Span,,of,,Beams,,893.9.2,,Deep,,Beams,,903.9.3,,Slender,,Beams,,903.9.4,,Design,,of,,Beams,,for,,Bending,,ULS,,903.9.5,,Design,,of,,Beams,,for,,Shear,,ULS,,983.9.6,,Design,,of,,Beams,,for,,Deflection,,SLS,,1033.9.7,,Design,,Summary,,for,,Beams,,1093.10,,Slabs,,1093.10.1,,Design,,of,,Slabs,,for,,Bending,,ULS,,1123.10.2,,Design,,of,,Slabs,,for,,Shear,,ULS,,1123.10.3,,Design,,of,,Slabs,,for,,Deflection,,SLS,,1133.10.4,,Design,,of,,Slabs,,for,,Cracking,,SLS,,1133.11,,Columns,,1163.11.1,,Braced,,and,,Unbraced,,Columns,,1163.11.2,,Short,,and,,Slender,,Columns,,1173.11.3,,Maximum,,and,,Minimum,,Reinforcement,,in,,Columns,,1193.11.4,,Short,,,Axially,,Loaded,,Columns,,1203.11.5,,Columns,,with,,Bending,,Moment,,1223.11.6,,Use,,of,,Column,,Design,,Charts,,1233.11.7,,Design,,Summary,,for,,Short,,Braced,,Columns,,1283.12,,References,,1294,,Masonry,,Elements,,1314.1,,Structural,,Design,,of,,Masonry,,1314.2,,Symbols,,and,,Definitions,,1324.3,,Materials,,1334.3.1,,Bricks,,and,,Blocks,,1344.3.2,,Mortar,,1384.3.3,,Thin-Joint,,Masonry,,1404.3.4,,Cavity,,Wall,,Ties,,1404.3.5,,Damp,,Proof,,Courses,,1414.4,,Material,,Properties,,1414.4.1,,Compressive,,Strength,,of,,Masonry,,Units,,1414.4.2,,Ultimate,,Compressive,,Strength,,of,,Masonry,,1434.4.3,,Partial,,Safety,,Factors,,for,,Materials,,1454.5,,Factors,,Influencing,,the,,Loadbearing,,Capacity,,of,,Masonry,,Members,,1464.5.1,,Minimum,,Wall,,Thickness,,1464.5.2,,Capacity,,Reduction,,Factor,,for,,Walls,,of,,Small,,Cross-Section,,Area,,φA,,1464.5.3,,Lateral,,Restraint,,1464.5.4,,Effective,,Length,,1484.5.5,,Effective,,Thickness,,1484.5.6,,Slenderness,,Ratio,,1504.5.7,,Load,,Eccentricity,,1514.6,,Calculation,,of,,Unit,,Strength,,and,,Mortar,,Grade,,Required,,to,,Carry,,a,,Vertical,,Load,,1574.7,,Calculation,,of,,Unit,,Strength,,and,,Mortar,,Grade,,Required,,to,,Carry,,a,,Vertical,,Load,,Using,,the,,Simplified,,Method,,of,,EC6,,Part,,3,,1674.8,,Concentrated,,Loads,,1784.9,,References,,1815,,Steel,,Elements,,1835.1,,Structural,,Design,,of,,Steel,,Elements,,1835.2,,Symbols,,1875.3,,Material,,Properties,,1895.4,,Section,,Properties,,1915.5,,Beams,,2065.5.1,,Beam,,Bending,,ULS,,2075.5.1.1,,Lateral,,Torsional,,Buckling,,2075.5.1.2,,Bending,,Strength,,ULS,,of,,Laterally,,Restrained,,Beams,,2095.5.1.3,,Bending,,Strength,,ULS,,of,,Laterally,,Unrestrained,,Beams,,2115.5.2,,Beam,,Shear,,Strength,,ULS,,2245.5.3,,Beam,,Resistance,,to,,Transverse,,Forces,,2275.5.4,,Beam,,Deflection,,SLS,,2305.5.5,,Fabricated,,Beams,,2365.6,,Columns,,2385.6.1,,Axially,,Loaded,,Columns,,2395.6.2,,Axially,,Loaded,,Columns,,with,,Moments,,from,,Eccentric,,Loads,,2485.6.3,,Column,,Baseplates,,2535.7,,Connections,,2555.8,,References,,256Index,,257,,Read,,More,,Customer,,Reviews,,Average,,Review:,,Write,,a,,Review,,and,,post,,it,,to,,your,,social,,network,,,,,,,,Most,,Helpful,,Customer,,Reviews,,See,,all,,customer,,reviews,,>,,He,,,has,,,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 MessagePosté le: Sam 21 Mai - 05:05 (2016)  
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