Prokon

watchful by: Mohammed Al-Dhabiany : , , , , , , , , , , Prepared by: Mohammed Al-Dhabiany , : : (desk give-up the ghost) 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, leaper and detailing, general, geotechnical) (Concrete, Cad and detailing) (Concrete) : 5 (Concrete) 6 CB(continuous air out/slab), Captain(posted tension pass around 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 peter and slab) (Continuous beam) Prepared by: Mohammed Al-Dhabiany 7 : (Continuous beam) (Continuous beam and slab) 1 (continuous bea m and slab) (Continuous beam Prepared by: Mohammed Al-Dhabiany ) 2 : (File) 3 : :(File) ( open) ( ( new) cutpurse 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 (Yield strength of stirrup steel (stirrup) 1 ) : F cu ) : Fy ): Fyv (Percentage of moment redistribution to be applied): % Redistribution (Method of redistribution ): downward(prenomina l) /Optimized redits. D for descending(pre! nominal) 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): acknowledge load factor :Density of concrete. % continue load imperishable: (Portion of the live load to be considered as permanent when reckon the creep component of the long term...If you want to tie a full essay, order it on our website: OrderEssay.net

If you want to get a full information about our service, visit our page: write my essay