scib.com.myscib.com.my/live/images/catalog/squarepile.pdf · 2020. 10. 28. · and BS 8004 Safe Working load = 0.275 fcu x Ac + 0.55f x As f = Characteristic Strength of Concrete

Page 1 <img data-url='document/scibcom-2020-10-28-and-bs-8004-safe-working-load-0275-fcu-x-ac-055f.html?page=1' data-page='1' class='cut-thumb lazyload' alt='Page 1: scib.com.myscib.com.my/live/images/catalog/squarepile.pdf · 2020. 10. 28. · and BS 8004 Safe Working load = 0.275 fcu x Ac + 0.55f x As f = Characteristic Strength of Concrete' loading='lazy' src='data:image/gif;base64,iVBORw0KGgoAAAANSUhEUgAAAAEAAAABCAYAAAAfFcSJAAAADUlEQVR42mNk+P+/HgAFhAJ/wlseKgAAAABJRU5ErkJggg==' data-src='https://reader034.cupdf.com/reader034/viewer/2022052205/60b01a9aaf8f3762f4464844/html5/thumbnails/1.jpg' width='140' height='200' /> Page 2 <img data-url='document/scibcom-2020-10-28-and-bs-8004-safe-working-load-0275-fcu-x-ac-055f.html?page=2' data-page='2' class='cut-thumb lazyload' alt='Page 2: scib.com.myscib.com.my/live/images/catalog/squarepile.pdf · 2020. 10. 28. · and BS 8004 Safe Working load = 0.275 fcu x Ac + 0.55f x As f = Characteristic Strength of Concrete' loading='lazy' src='data:image/gif;base64,iVBORw0KGgoAAAANSUhEUgAAAAEAAAABCAYAAAAfFcSJAAAADUlEQVR42mNk+P+/HgAFhAJ/wlseKgAAAABJRU5ErkJggg==' data-src='https://reader034.cupdf.com/reader034/viewer/2022052205/60b01a9aaf8f3762f4464844/html5/thumbnails/2.jpg' width='140' height='200' /> Page 3 <img data-url='document/scibcom-2020-10-28-and-bs-8004-safe-working-load-0275-fcu-x-ac-055f.html?page=3' data-page='3' class='cut-thumb lazyload' alt='Page 3: scib.com.myscib.com.my/live/images/catalog/squarepile.pdf · 2020. 10. 28. · and BS 8004 Safe Working load = 0.275 fcu x Ac + 0.55f x As f = Characteristic Strength of Concrete' loading='lazy' src='data:image/gif;base64,iVBORw0KGgoAAAANSUhEUgAAAAEAAAABCAYAAAAfFcSJAAAADUlEQVR42mNk+P+/HgAFhAJ/wlseKgAAAABJRU5ErkJggg==' data-src='https://reader034.cupdf.com/reader034/viewer/2022052205/60b01a9aaf8f3762f4464844/html5/thumbnails/3.jpg' width='140' height='200' /> Page 4 <img data-url='document/scibcom-2020-10-28-and-bs-8004-safe-working-load-0275-fcu-x-ac-055f.html?page=4' data-page='4' class='cut-thumb lazyload' alt='Page 4: scib.com.myscib.com.my/live/images/catalog/squarepile.pdf · 2020. 10. 28. · and BS 8004 Safe Working load = 0.275 fcu x Ac + 0.55f x As f = Characteristic Strength of Concrete' loading='lazy' src='data:image/gif;base64,iVBORw0KGgoAAAANSUhEUgAAAAEAAAABCAYAAAAfFcSJAAAADUlEQVR42mNk+P+/HgAFhAJ/wlseKgAAAABJRU5ErkJggg==' data-src='https://reader034.cupdf.com/reader034/viewer/2022052205/60b01a9aaf8f3762f4464844/html5/thumbnails/4.jpg' width='140' height='200' /> Page 5 <img data-url='document/scibcom-2020-10-28-and-bs-8004-safe-working-load-0275-fcu-x-ac-055f.html?page=5' data-page='5' class='cut-thumb lazyload' alt='Page 5: scib.com.myscib.com.my/live/images/catalog/squarepile.pdf · 2020. 10. 28. · and BS 8004 Safe Working load = 0.275 fcu x Ac + 0.55f x As f = Characteristic Strength of Concrete' loading='lazy' src='data:image/gif;base64,iVBORw0KGgoAAAANSUhEUgAAAAEAAAABCAYAAAAfFcSJAAAADUlEQVR42mNk+P+/HgAFhAJ/wlseKgAAAABJRU5ErkJggg==' data-src='https://reader034.cupdf.com/reader034/viewer/2022052205/60b01a9aaf8f3762f4464844/html5/thumbnails/5.jpg' width='140' height='200' /> Page 6 <img data-url='document/scibcom-2020-10-28-and-bs-8004-safe-working-load-0275-fcu-x-ac-055f.html?page=6' data-page='6' class='cut-thumb lazyload' alt='Page 6: scib.com.myscib.com.my/live/images/catalog/squarepile.pdf · 2020. 10. 28. · and BS 8004 Safe Working load = 0.275 fcu x Ac + 0.55f x As f = Characteristic Strength of Concrete' loading='lazy' src='data:image/gif;base64,iVBORw0KGgoAAAANSUhEUgAAAAEAAAABCAYAAAAfFcSJAAAADUlEQVR42mNk+P+/HgAFhAJ/wlseKgAAAABJRU5ErkJggg==' data-src='https://reader034.cupdf.com/reader034/viewer/2022052205/60b01a9aaf8f3762f4464844/html5/thumbnails/6.jpg' width='140' height='200' />

scib.com.myscib.com.my/live/images/catalog/squarepile.pdf · 2020. 10. 28. · and BS 8004 Safe Working load = 0.275 fcu x Ac + 0.55f x As f = Characteristic Strength of Concrete

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