Etihad Campus, Stadium and Collar Site Development Thread

Status
Not open for further replies.
Re: Etihad Campus, Stadium Development and Collar Site (cont

To any structural engineers out there:

picture 76, the one that shows the restraint arm that holds the tensioned cable perturbing through the new steelwork. surely this could have been re-positioned so it didn't pass through the glazing??
 
Re: Etihad Campus, Stadium Development and Collar Site (cont

Jacko1956 said:
Couldn't agree more, very clever architects and planners involved it probably helped using the same builders who built the original COMS having the plans and designs to work from. Think it will look amazing when both ends completed.

The structural engineers are the clever ones! ,probably Arup in this case
 
Re: Etihad Campus, Stadium Development and Collar Site (cont

warpig said:
To any structural engineers out there:

picture 76, the one that shows the restraint arm that holds the tensioned cable perturbing through the new steelwork. surely this could have been re-positioned so it didn't pass through the glazing??

Looks like it is to be replaced with new masts - note the angled gusset plates on the columns either side, the size of the bracing members looks like it's being geared up to resist the axial thrust due to the catenary
 
Re: Etihad Campus, Stadium Development and Collar Site (cont

dennistueartismyhero said:
warpig said:
To any structural engineers out there:

picture 76, the one that shows the restraint arm that holds the tensioned cable perturbing through the new steelwork. surely this could have been re-positioned so it didn't pass through the glazing??

Looks like it is to be replaced with new masts - note the angled gusset plates on the columns either side, the size of the bracing members looks like it's being geared up to resist the axial thrust due to the catenary

The renders show them in their original positions passing through the glazing though :-/
 
Re: Etihad Campus, Stadium Development and Collar Site (cont

warpig said:
dennistueartismyhero said:
warpig said:
To any structural engineers out there:

picture 76, the one that shows the restraint arm that holds the tensioned cable perturbing through the new steelwork. surely this could have been re-positioned so it didn't pass through the glazing??

Looks like it is to be replaced with new masts - note the angled gusset plates on the columns either side, the size of the bracing members looks like it's being geared up to resist the axial thrust due to the catenary

The renders show them in their original positions passing through the glazing though :-/


To hold the roof up on the other 3 sides.
 
Re: Etihad Campus, Stadium Development and Collar Site (cont

dennistueartismyhero said:
warpig said:
To any structural engineers out there:

picture 76, the one that shows the restraint arm that holds the tensioned cable perturbing through the new steelwork. surely this could have been re-positioned so it didn't pass through the glazing??

Looks like it is to be replaced with new masts - note the angled gusset plates on the columns either side, the size of the bracing members looks like it's being geared up to resist the axial thrust due to the catenary



I was just about to say that.
 
Re: Etihad Campus, Stadium Development and Collar Site (cont

dennistueartismyhero said:
warpig said:
To any structural engineers out there:

picture 76, the one that shows the restraint arm that holds the tensioned cable perturbing through the new steelwork. surely this could have been re-positioned so it didn't pass through the glazing??

Looks like it is to be replaced with new masts - note the angled gusset plates on the columns either side, the size of the bracing members looks like it's being geared up to resist the axial thrust due to the catenary

You took the words right out of my mouth Dennis
 
Re: Etihad Campus, Stadium Development and Collar Site (cont

dennistueartismyhero said:
warpig said:
To any structural engineers out there:

picture 76, the one that shows the restraint arm that holds the tensioned cable perturbing through the new steelwork. surely this could have been re-positioned so it didn't pass through the glazing??

Looks like it is to be replaced with new masts - note the angled gusset plates on the columns either side, the size of the bracing members looks like it's being geared up to resist the axial thrust due to the catenary


*snigger* you said "gusset"
 
Status
Not open for further replies.

Don't have an account? Register now and see fewer ads!

SIGN UP
Back
Top
  AdBlock Detected
Bluemoon relies on advertising to pay our hosting fees. Please support the site by disabling your ad blocking software to help keep the forum sustainable. Thanks.