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Hello, In bridge model how to give different section properties along the length (i.e span section and supoort section )which has constant depth throughout. Thanks Hafeez

I was asked to design 6 m x 3.m box culvert with a overburden of 11.0m earthfill. How to calculate Seismic coefficients using BS standards. Hafeez

Thankyou tjhubo. Is there any good book on concrete box girder analysis.Except proof checking i dont have any guidance here. if you don't mind can you give some more information. How to calulate warping forces. Hafeez

Dear tjhubo Thankyou for your reply.I have some more doubte regarding design of box Bridges. Iam analysing box using elastic beam method for Longitudinal forces . But where i shall consider Torsion, Distortion and Shear lag Effects. In elastic analysis we are taking...

Iam designing 2 span continuos PSC box girder of 80 mt total length. Iam analyzing in the following sequence. Can anyone guide me whether procedure is right or i have to consider more factors. 1)Longitudinal anlysis by Elastic beam method using STAAD pro for calculating BM and SF. 2)Transverse...

hi How to calculate shearlag moments in transverse analysis of a box bridge. please expain the procedure any body. thankyou Hafeezvr

Hello friends, I have to design PSC box bridge of 50 mt span. As iam a novice in this type of designs, please help me where can i get design examples.