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Jib Crane Foundation

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XPDQ

Mechanical
May 30, 2008
14
I am trying to find out where to look to determine if the grout used at the foundation of a pillar type jib crane is satisfactory or not. The crane rated 2 ton with a 36" x 36" base plate sitting on a 2-1/2" thick, 39" x 39" grout slab. Cracks are visible along the thickness of the grout slab at its outer edges, however the cement below the grout is in very good condition. I don't have much of a background when it comes to foundations. Any help would be greatly appreciated.
 
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Sorry, I wasn't sure if this would get more responses being in the Structural Engineers Area vs. The Geotechnical Engineers Area.
 
Doesn't sound like a problem to me. The grout is going to crack. It only carries compressive stresses which the cracks won't affect.
 
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Arguing with an engineer is like wrestling with a pig in mud. After a while you realize that them like it
 
XPDQ,

Should have been in this forum only. Has no relevance to geotechnical.
 
I've grouted column bases with metallic grout and it cracked where it was not confined, but was fine under the base plate.

 
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