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watchful by: Mohammed Al-Dhabiany : , , , , , , , , , , hustling by: Mohammed Al-Dhabiany , : : (desktop) 1 (start menu) 2 lively by: Mohammed Al-Dhabiany : file, edit, view, insert, ) (Menu) 3 . (tools, setting, programs, help . (Tab) 4 : (analysis, vane, connections, concrete, timber, masonry, cad and detailing, general, geotechnical) (Concrete, Cad and detailing) (Concrete) : 5 (Concrete) 6 CB(continuous radiation therapy/slab), Captain(posted tension shaft of light and slab), FESD(finite elements slab design), Slab(rectangular slab dining table design), RecCol(rectangular mainstay design), CirCol(circular column design), GenCol(general column design), Wall(retaining wall design), base(base design) (continuous beam and slab) (Continuous beam) Prepared by: Mohammed Al-Dhabiany 7 : (Continuous beam) (Continuous beam and slab) 1 (continuous beam and slab) (Continuous beam Prepared by: Mohammed Al-Dhabiany ) 2 : (File) 3 : :(File) ( open) ( ( new) crepuscle a line and save as ) (Code of practice) (Code of practice) (Codes) (BS8110-1997 ) . Prepared by: Mohammed Al-Dhabiany : : .

(input) :(Input) 1 , input , ) . Prepared by: Mohammed Al-Dhabiany : : : : (Parameters) (Compressive dexterity of concrete (Yield force of main steel (Yield strength of stirrup steel (stirrup) 1 ) : F cu ) : Fy ): Fyv (Percentage of moment redistribution to be applied): % Redistribution (Method of redistribution ): descending(prenominal) /Optimized redits. D for descending(prenominal) or O for optimized ( ) : multiply to the stub top ( ) : Cover to the center bot. (in ULS =1.4) :Dead bear down factor (in ULS = 1.6): Live load factor : closeness of concrete. % continue load perm: (Portion of the live load to be considered as permanent when calculating the ghost component of the long term...If you inadequacy to tie a beneficial essay, order it on our website: Orderessay

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