FLOOR LOAD FOR SLOPED ROOF

RE: FLOOR LOAD FOR SLOPED ROOF

Sye — Thu, 27 Oct 2016 05:41:39 GMT

Just for the records, the reason for the failure and also the corrected model is posted at

communities.bentley.com/.../389080

RE: FLOOR LOAD FOR SLOPED ROOF

DHINESHKUMAR RAJAVEL — Wed, 26 Oct 2016 10:46:08 GMT

I think it may be wrong sir, because the floor load is distributed to outer members only .../
The load should be applied to all members in roof sir.../
Plz help if anyone aware of it.../

RE: FLOOR LOAD FOR SLOPED ROOF

Rajat — Wed, 26 Oct 2016 06:41:33 GMT

Please find the attached modified model

communities.bentley.com/.../2335.6431.SAMPLE.std

RE: FLOOR LOAD FOR SLOPED ROOF

DHINESHKUMAR RAJAVEL — Wed, 26 Oct 2016 05:13:27 GMT

Dear Sir,

I have problem that is unable to apply floor load for sloped roof..

Plz help me on issue.../

i have attached model for your reference../

communities.bentley.com/.../6431.SAMPLE.std

RE: FLOOR LOAD FOR SLOPED ROOF

DHINESHKUMAR RAJAVEL — Mon, 26 Sep 2016 13:25:10 GMT

yes, thank you

RE: FLOOR LOAD FOR SLOPED ROOF

Modestas — Mon, 26 Sep 2016 12:36:53 GMT

The Floor Group which you defined should have closed areas only. Also, the truss between the columns spanning in global x direction are almost duplicate with the C purlin next to it. Is this by accident? I have attached a modified model where the floor load was assigned to the closed areas only and where the purlins close to the truss were deleted.

communities.bentley.com/.../0121.sample_5F00_mod.std