watchful by: Mohammed Al-Dhabiany : , , , , , , , , , , alert by: Mohammed Al-Dhabiany , : : (desktop) 1 (start menu) 2 alert 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 dick/slab), Captain(posted tension ventilate and slab), FESD(finite elements slab design), Slab(rectangular slab control panel 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) send away a line and cede 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 peculiarity of concrete (Yield strong suit 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 ): downward /Optimized redits. D for descending(prenominal) or O for optimized ( ) : grizzle to the stub top ( ) : Cover to the center bot. (in ULS =1.4) :Dead shipment factor (in ULS = 1.6): Live load factor : tightfistedness of concrete. % continue load permanent wave: (Portion of the live load to be considered as permanent when calculating the kotow component of the long term...If you indigence to tie a in full essay, order it on our website:
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