Hai cercato la traduzione di apron slab da Inglese a Malese

apron slab
kerja-kerja penambahbaikan

apron
topi chef

slab
slab

slab pad
papak lapik

composite slab
konkrit pemadatan diri (scc) adalah konkrit inovatif yang dapat menyatukan dirinya tanpa memerlukan getaran luaran. ini memberikan keuntungan ekonomik kerana pengurangan tenaga kerja dan kemajuan alam sekitar kerana penggunaan bahan tambahan mineral yang terdapat dalam bahan buangan agro dan industri. walau bagaimanapun, masalah dengan scc adalah cenderung mahal kerana kandungan simennya yang tinggi yang dapat mengimbangi kelebihan ekonomi dan persekitarannya. oleh itu, objektif thi

to hacking a concreate slab
penggodaman konkr

the little girl wearing an apron when mop the floor in the kitchen
budak perempuan itu memakai apron ketika mop lantai di dapur itu

objs active use obj size slabs obj/slab cache size name
objs active use obj size slabs obj/slab cache size name

for slab transfer heights have run from 1400mm to 1800mm. so i'd like to ask for advice and confirm the shear wall wants to start from 600mm or 400mm ..
untuk ketinggian transfer slab telah lari dari 1400mm kepada 1800mm. jadi saya ingin meminta nasihat dan pengesahan shear wall mahu start daripada 600mm atau 400mm..

a reinforced concrete slab or block which interconnects a group of piles and acts as a medium to transmit the load from wall or column to the piles is called a pile cap. the pile cap should normally be rigid so as to distribute the forces equally on the piles of a group. in general it is designed like a footing on soil but with the difference that instead of uniform reaction from the soil, the reactions in this case are concentrated either point loads or distributed. as per is 2911 (part i/ sec 3) -2010, the pile cap may be designed by assuming that the load from column is dispersed at 45˚ from the top of the cap up to the mid depth of the pile cap from the base of the column or pedestal. the reaction from piles may also be taken to be distributed at 45˚ from the edge of the pile, up to the mid depth of the pile cap. on this basis the maximum bending moment and shear forces should be worked out at critical sections.
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