Nov 29, 2012 #1 bazza1950 Structural Joined Nov 29, 2012 Messages 2 Location GB Hi Guys I have a 100x100mm SHS colum with a downward force of 185.95kn the ground is solid rock at about 1100mm deep what size pad foundation would i need
Hi Guys I have a 100x100mm SHS colum with a downward force of 185.95kn the ground is solid rock at about 1100mm deep what size pad foundation would i need
Nov 29, 2012 #2 slickdeals Structural Joined Apr 8, 2006 Messages 2,268 Location US Since you are bearing on rock, your footing thickness will be driven by the punching shear capacity (based on the size of your base plate). This is a simple calc and you shouldn't need help from this forum to figure it out. Upvote 0 Downvote
Since you are bearing on rock, your footing thickness will be driven by the punching shear capacity (based on the size of your base plate). This is a simple calc and you shouldn't need help from this forum to figure it out.
Nov 29, 2012 Thread starter #3 bazza1950 Structural Joined Nov 29, 2012 Messages 2 Location GB Thanks I have worked out the Bearing pressure but i am not sure of the bearing capacity of the rock Upvote 0 Downvote
Nov 30, 2012 1 #4 slickdeals Structural Joined Apr 8, 2006 Messages 2,268 Location US According to presumptive bearing values in IBC Chapter 18 (Table 1806.2), the values can range from 4000 psf (sedimentary, weathered rock) to 12000 psf (crystalline bedrock). Don't you have a Geotech on board that can provide you these values? Upvote 0 Downvote
According to presumptive bearing values in IBC Chapter 18 (Table 1806.2), the values can range from 4000 psf (sedimentary, weathered rock) to 12000 psf (crystalline bedrock). Don't you have a Geotech on board that can provide you these values?