Hi all, can anyone help me about cast in place RCC pile lateral load test?
I have piles of dia 1000mm. I have a lateral load of 525 KN per pile. following "Pile foundation analysis and design", Poulos and Davis (Chapter 8-Load deflection prediction for laterally loaded piles) i have measured a...
Hi, can anyone give me any reference or materials regarding the design of concrete box sections (box girders) curved in plan? (i.e. subjected to torsional moment.)
Thanks in advance--
Rafat125
Can anyone give me any ideas or resources about box girder design? Currently i have been associated with a flyover project and need to design box girders. can anybody give me any fundamentals about box girder? any help is much appreciated. Regards--
Rafat125
i couldn't agree more; the problem with the drafter still persists unless they are very skilled. if they dont know what a section will look like, what line will be dotted etc. its really a big problem for the engineers making them to understand it. they have other complex things to do.
Thnx for an early reply.
No sir I haven't included any temperature load cases. This is a foot over bridge supported at the ends on Elastomers and anchored with stair beams. I have restrained it at the same ends (from horizontal movement) by anchoring it to the beams keeping the other ends free...
I have modelled a freestanding stair recently in SAP2000. The results of stresses are a bit confusing at the kinks and at column tops (if any). So you should carefully judge them.
If you can get any books or references please feel free to inform me too.
Regards--
Rafat125
Hi all, I have been modelling a truss bridge in SAP2000. after modelling and running the analysis i go for the design. but the problem is if I change the support conditions to hinge at left end and roller at right end (both the trusses) from alternately hinged and roller (diagonally same...
