Hi
Can anyone suggest me how to proceed strenght properties test the timber board Annex A (Informative ) with BS 2482 2009 as Table A .1 and Annex C , The C 2 How to load the specimen as shown in figure C 1 , Max load reach 300+/-120 s, whether thhe unit is kNm. that mean max load around 300Kgs, right?
load each side of specimen with 300 /side or both side totally 300 ( 150/side)
Thanks
Can anyone suggest me how to proceed strenght properties test the timber board Annex A (Informative ) with BS 2482 2009 as Table A .1 and Annex C , The C 2 How to load the specimen as shown in figure C 1 , Max load reach 300+/-120 s, whether thhe unit is kNm. that mean max load around 300Kgs, right?
load each side of specimen with 300 /side or both side totally 300 ( 150/side)
Thanks