Search results for query: *

Hi, May I ask what methods are used to level a rock seabed in order to have a linear bed, to place concrete sleeper beams and a precast hollow block quay wall in a depth of sea water of 3.9m? This is after dredging works are conducted to remove silt material. Thank you for your help.

Hi, May I ask what methods are used to level a rock seabed in order to have a linear bed, to place concrete sleeper beams and a precast hollow block quay wall in a depth of sea water of 3.9m? This is after dredging works are conducted to remove silt material. Thank you for your help.

Dear all, May I ask whether you can recommended any books or papers with regards the structural engineering of floating structures (breakwaters, floating body systems mooring systems, connecting systems .. etc)? Thank you for now.

Hi , May I ask when you have a ground material that is a normally consolidated that will be need to be loaded by the foundations of a building that is sensitive to settlement what would be the most important considerations one must consider for a computer simulation? Thank you

Hi May I ask what are the main efficiencies of plate girders and what are the differences of elastically designed plate girders and plate girders using tension field action? Thank you

Hi... May I ask what kind of books or publications do you recommend regarding bridge design?

Would you recommended pile or mat foundation for ground conditions of fissured limestone rock with a safe bearing capacity of 950kN/m2 (9m below street level) and solid limestone with a safe bearing capacity of 1500kN/m2 (20m below the layer of the fissured rock and also a water table 7m below...

Hi Do you recommend any books for structural detailing drawings of multistorey buildings and composite flooring systems?

Is there any other difference between intermediate transverse web stiffeners and bearing stiffeners apart from the fact that the latter is provided at the end supports of the beam and the former are usually designed to control lateral deflection at their location?

Hi I was reading through SCI P355; Composite Beams with Large Web Openings and somehow in section 6.2-Design Effects I dont quite get how the bending moment and shear force at midspan and at edge respectively, were calculated. I am attaching a screenshot of the above. (p.95)...

MIStructE_IRE no not really the software of ArcelorMittal is the one I have.

Hi Do you suggest any books or publications regarding composite and non composite cellular beams apart from the publication SCI P355 ?

Hi Are there any books regarding Building Services engineering that include mechanical and electrical services? I am trying to look for some books for further reading regarding this matter. Thank you

In order to calculate a primary composite steel beam should the secondary steel beam be calculated before or vice versa?

I am referring to a concrete core that is for ventilation and elevator shafts and fire escape stairways. It is main to be the a form of stability system for the high rise. I have calculated the axial loading and the wind loading which is a point load at every storey and have used the h/300...

What are the main concrete core checks one has to calculate in a multistorey building ?