080-AS2159 Tie-Lok Ties,250 lb,35 in,Silver Package quantity 100 EA / BG4.6/5(10)S I T E P L A N NC350 - maximum 2800mm spacing Initial measurement is from the haunch of the column/rafter,and from the rafter for any end wall mullions.* All bracing strap ends to be located as close as practical to structural member's (columns,rafters,mullions) centerline.BOLTS * Unless otherwise nominated,all bolts are grade 4.65100 Beam (Structure) BendingTranslate this page5100 - Free ebook download as PDF File (.pdf),Text File (.txt) or read book online for free.5100
density ratio and within 2% of the OMC to comply with AS2159.* A site specific geotechnical investigation has not been performed,uno.* Designs are in accordance with AS 3600:2009 * All concrete to be in accordance with AS 3600:2009.Minimum 25 Mpa,with 80mm slump.* Concrete should be cured for 7 days before commencing construction of the C350 Steel Chemical composition,Metal Properties C350 can be supplied as steel plate/ sheet,round steel bar,steel tube/pipe,steel stripe,steel billet,steel ingot,steel wire rods.electroslag,forged ring/ block,etc.TEL:+86-13880247006 EContentsklsteel 3/ 55 Email:[email protected] 2.NewSkikdaLNGPilingProject,Algeria:105,000metrictonsof508x12.7mm/609.6x12.7mmAPI5LBPSL1/ASTM
C350 - maximum 2800mm spacing C400 - maximum 2800mm spacing Initial measurement is from the haunch of the column/rafter,and from the rafter for any end wall mullions.* All bracing strap ends to be located as close as practical to structural member's (columns,rafters,mullions) centerline.BOLTSIndex [doc.diytrade]klsteel 3/ 47 Email:[email protected] 2.NewSkikdaLNGPilingProject,Algeria:105,000metrictonsof508x12.7mm/609.6x12.7mmAPI5LBPSL1/ASTMMLC School Burwood Geotechnical Investigation -Australian Standard AS2159-2009 Piling Design and Installation.Chemical test results indicate non-aggressive conditions to concrete and steel elements.The Prospect/Parramatta River Acid Sulfate Soil Risk Map indicates that the site is within the area of no known occurrence of acid sulfate soils.
For those steel sections used for piling purposes,GTS recommends the use of Australian Standard AS2159.GTS's steel tubular sections come in C250,C350,and C450.Steel manufacturing processes include SMLS,SSAW,LSAW and ERW.TABLE OF CONTENTSTable 10 - Exposure Classification for steel piles in water (Standards Australia 1009)..36 Table 11 - Exposure Classification and their related Corrosion..36 Table 12 - Minimum pile specification based on Exposure Class the section capacities of the