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Hello, Can anyone tell me if there is a code that governs angular displacement of guy wires in industrial applications? I seem to recall reading somewhere that 30 degrees is a *minimum* from the vertical at the upper connectors. (*minimum* 60 degrees at the base anchor point). If this be the...

Might anyone have information regarding avg. *minimum* frost depth in the state of South Carolina? What depth could one use to satisfy the greatest minimum for this area of the country? Thank you in advance. TBell

PLease allow me to rephrase my previous thread. I was wondering if any one could help me determine the *minimum* frost depth in the state of South Carolina? Thanks again. TBell

Can anyone tell me the (average) maximum frost depth in the state of South Carolina? Thank you. T-Bell47

Might anyone have suggestions or information regarding an acceptable method of reducing the "minimum frost depth" (in this case ~ 42") utilizing light weight concrete or foam insulation? Can either of these materials be used in an acceptable manner to achieve this goal? Might there be other...

Hello. I'm trying to determine if there is an O.S.H.A. requirement pertaining to minimum square footage of a "permanent elevated maintenance platform". It is adequately handrailed (3'-6" Abv. Grtg.), has a caged ladder access, and an owner specified safety gate at the upper access point. I'm...

Hello. I'm trying to determine if there is an O.S.H.A. requirement pertaining to minimum square footage of a "permanent elevated maintenance platform". I'm faced with a situation that requires a permanent structure with a minimum area (due to limited space available) where two workers can...

Does Proctor ASTM D-698 soil compaction call for 95% dry density or is that Proctor ASTM D-1156? Thank you.

Can someone tell me either the minimum frost depth of footers and footings for northern Mighigan? OR An online site where I might find this information? Thank you.

Anyone have the footing depth requirement for the state of Michigan? Thank you for any assistance.

What is the correct point on a footing's depth to be considered below frost depth? Top of footing or bottom of footing? Where would I find the code that indicates which of the two is correct? Thank You!

What is the correct point on a footing's depth to be considered below frost depth? Top of footing or bottom of footing? Where would I find the code that indicates which of the two is correct? Thank You!

(Re: Pressure Vessels or Non-Pressure Vessels) Can anyone tell me if an ASME Code or another applicable code exists for the retro-fit design/installation of a circular platform with knee braces that DOES NOT ALLOW weldment of the new platform's connector brackets OVER an existing horizontal or...

(Re: Pressure Vessels or Non-Pressure Vessels) Can anyone tell me if an ASME Code or another applicable code exists for the retro-fit design/installation of a circular platform with knee braces that DOES NOT ALLOW weldment of the new platform's connector brackets OVER an existing horizontal or...