Hi Everyone!
I have a design which calls for 18" dia drilled piers of fc'=2500psi with a 4" slump, 1 1/2 aggragate, and a .45 wc ratio. The contractor wants to use a "7 sack" pea gravel mix design for workability. It has been a while since I've taken my mix design class (I'm 55)but I seem to...
I'm using Enercal for a cantilevered retaining wall system and they have a 1.7H factor (it will multiply the force by 1.7) embeded in the design program - for where they suggest earthquake forces from the soil are entered for the design of the stem of the wall.
My question is either to use...
I'm using Enercal for a cantilevered retaining wall system and they have a 1.7H factor (it will multiply the force by 1.7) embeded in the design program - for where they suggest earthquake forces from the soil are entered for the design of the stem of the wall.
My question is either to use...
My question is either to use 1.7H for the earthquake forces of the soil to the retaining wall or 1.0E as outlined in the 97 UBC. I'm using Enercal for a cantilevered system and they have a 1.7H embeded in the design for where EQ are entered on the wall. Also, do any of you use the smilutaneous...
My question is either to use 1.7H for the earthquake forces of the soil to the retaining wall or 1.0E as outlined in the 97 UBC. I'm using Enercal for a cantilevered system and they have a 1.7H embeded in the design for where EQ are entered on the wall. Also, do any of you use the smilutaneous...
Hi everyone!
I am seeking to find and purhase software for the structural design of wood structures that will do both lateral design and gravity design. I saw one about 1 year ago but lost the address. Can anyone give me any leads on this?
Thanks and have a great day!
David
