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watchful by: Mohammed Al-Dhabiany : , , , , , , , , , , Prepared by: Mohammed Al-Dhabiany , : : (desk altitude) 1 (start menu) 2 Prepared by: Mohammed Al-Dhabiany : file, edit, view, insert, ) (Menu) 3 . (tools, setting, programs, help . (Tab) 4 : (analysis, vane, connections, cover, timber, masonry, hotdog and detailing, general, geotechnical) (Concrete, Cad and detailing) (Concrete) : 5 (Concrete) 6 CB(continuous cock/slab), Captain(posted tension station and slab), FESD(finite elements slab design), Slab(rectangular slab card design), RecCol(rectangular column design), CirCol(circular column design), GenCol(general column design), Wall(retaining wall design), base(base design) (continuous place 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) honk 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 strength of concrete (Yield strength of main brand name (Yield strength of stirrup steel (stirrup) 1 ) : F cu ) : Fy ): Fyv (Percentage of moment redistribution to be applied): % Redistribution (Method of redistribution ):down /Optimized redits. D for descending(prenominal) or O for optimized ( ) :Cover to the stub top ( ) : Cover to the center bot. (in ULS =1.4) :Dead load factor (in ULS = 1.6): die load factor :Density of concrete. % continue load immutable: (Portion of the live load to be considered as permanent when reck on the creep component of the long term...If! you want to tie a full essay, order it on our website: OrderEssay.net

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