Hello Everyone,
We (me and my other two colleages) have designed a jetty structure having 2.5 km long. Structure was composed of a combination of 2 ( battered only in transverse direction at some locations) piles connected with a RC cap beam. Longitudinally the structure is connected with 2 I...
BigH
Many thanks for responding to our problem.
We had been aware of the danger you pointed out in your reply. But that was the only option in transverse direction that we can make use of to reduce the displacaments of piles longing 60 meter at most in sea water+sand+clay and ending at the bed...
Hello Everyone,
We (me and my other two colleages) have designed a jetty structure having 2.5 km long. Structure was composed of a combination of 2 ( battered only in transverse direction at some locations) piles connected with a RC cap beam. Longitudinally the structure is connected with 2 I...
Hello everyone,
Me and my other two colleage designed a jetty structure having 2.5 km long. Structure was composed of a combination of 2 ( battered only in transverse direction at some locations) piles connected with a RC cap beam. Longitudinally the structure is connected with 2 I girders and...
I hope I had understood your problem correctly.
I would not worry about the creep effects on the new girder if only one girder is to be replaced. It will actually be moving with the old deck in the case of live load effects.
That action might attract some additional forces to the deck slab in a...
