I am following ASTM D7264 for conducting Flexural strength test of natural fiber polymer composite. Initially support span to thickness ratio of 32:1 was planned but due to miscommunication 32:1 is now total length to thickness ratio. Now if I am using 20:1 which is also allowed as per the ASTM standard I will have 36% of total length as overhanging portion. The standard recommends about 20%, doesn't say if it os minimum or maximum. Does taking higher overhanging length effect the result?