Hello All,
I'm designing some cast in place pier foundation for a elevated equipment pad. I do not have a soils report and the client does not want to pay for one. That said in using the allowable values in table 1806.2 of the IBC, would it be prudent to add the weight of the concrete in...
If anybody here has the 5th edition of the AISC steel manual, i was hoping you can post the section properties of the members below.
-10WF21#
-16WF40#
-12WF27#
-18WF55#
-18WF50#
-16WF40#
Looking for:
-flange width
-Moment of Inertia, I
-Section Modulus, S
-radius of gyration, r
Thanks in...
Hello,
Need some help in figuring out the required embedment length of a wide flange column into a pier footing to fully develop axial and flexure load to the pier. Thanks