it is plain, or only has very nominal. It is ground supported. The BS codes do not calculate just concrete, the allowable figures take into account the dowelling action of the steel. In the equation is an AS value. If this is 0 the answer is zero. You could size so that the entire footing is in...
i would generally agree but to me a baseplate in US is a base plate in UK i.e. flat piece of steel. If its not failing in US under x load in US/Australia then it won't fail here regardless of how I prove it.
cheers asinxth. in the equation what is b1. i.e what is the moment in figure 5.12.8 a? bolt spacing 300 long ways 200 short ways? not asking for you to giv me answer but what figures are where?
I haven't a scanner available. Its a 610 UB column. Uplift applied with shear at braced bay. Bolts inside the column flanges 300 apart and 200 apart in other direction (4 no).
well I'm talking about liquids in general but i see your point. It seems a strange sudden jump from 35 degrees max to 200 max. But yes certain industrial applications do go over 50.
what temperature of liquid is considered to be ok for standard designs. I am looking at BS8007 which states a temperature of approx 35 degree celcius. The equivilent Eurocode which we are now swithching to has a range of -20 to 200 degrees celcius. Why the massive disparity? 8007 is a dated (now...