Kalkuleta bilong strongim

Kalkulesen bilong strongim

Kalkuleta bilong strongim 1

Kalkuletim olgeta hevi bilong strongim samting, olgeta volium bilong en, hevi bilong wanpela mita na wanpela strongim stik.
I bihainim 'diameter' na longpela bilong 'reinforcement' we ol i save long en.

Kalkuleta bilong strongim 2

Kalkuletim olgeta longpela bilong 'reinforcement', volium bilong en na namba bilong ol 'reinforcement rods', hevi bilong wanpela mita na wanpela 'rod'.
I bihainim 'diameter' na hevi bilong 'reinforcement' we ol i save long en.

Dispela kalkulesen i kamap long hevi bilong wanpela kubik mita ain em i 7850 kilogram.

Kalkulesen bilong strongim haus bilong wokim haus

Taim yu wokim haus, em i bikpela samting long skelim gut hamas 'reinforcement' bilong faundesen. Program bilong mipela bai helpim yu long mekim dispela. Yu ken yusim 'reinforcement calculator', na save long hevi na longpela bilong wanpela stik, na yu ken painimaut hamas hevi bilong 'reinforcement' yu nidim, o namba bilong ol 'rod' yu nidim na longpela bilong ol. Dispela data bai helpim yu long skelim hariap na isi hamas 'reinforcement' bilong mekim wok yu nidim.

Kalkulesen bilong strongim ol kain kain faundesen

Long skelim strong bilong haus, yu mas save tu long wanem kain faundesen bilong haus. I gat tupela komon opsen hia. Dispela em ol 'slab' na 'strip' faundesen.

Strongim ol slab faundesen

Ol i save yusim wanpela 'slab foundation' long hap we ol i mas putim wanpela hevi haus we ol i wokim long simen o brik wantaim ol bikpela simen plua antap long graun. Long dispela, faundesen i nidim strongim. Em i kamap long tupela 'belt', we wanwan i gat tupela 'layer' bilong ol 'rod' we i stap stret long narapela narapela.
Yumi ken tingim rot bilong skelim strong bilong wanpela 'slab' we sait bilong en i 5 mita. Ol i putim ol 'reinforcing bar' longwe long narapela narapela inap 20 sentimita. Olsem na, wanpela sait bai nidim 25 stik. Ol i no putim ol stik long arere bilong 'slab', dispela i min olsem 23 i stap yet.
Nau, sapos yu save long namba bilong ol stik, yu ken skelim longpela bilong ol. Long hia yumi mas luksave olsem ol 'reinforcement rod' i no ken kamap 20 cm long arere, we i min olsem, bihainim longpela bilong 'slab', longpela bilong wanwan 'rod' bai 460 cm. Dispela 'transverse layer', sapos 'slab' i skwe, em bai wankain. Yumi mas skelim tu hamas 'reinforcement' i mas stap bilong konektim tupela 'chord'.
Yumi ken ting olsem longwe namel long ol 'belt' em 23 sentimita. Long dispela taim, wanpela 'jumper' namel long tupela bai i gat 25 sentimita longpela bilong en, long wanem, tupela sentimita moa bai ol i yusim long pasim strong bilong en. Long sait bilong mipela, bai i gat 23 kain 'jumper' olsem long wanpela lain, long wanem, ol i wokim long wanwan sel long hap we ol 'reinforcement belt' i bung. Taim yumi gat dispela data, yumi ken stat long kalkuletim yusim program.

Strongim bilong strip faundesen

Ol i save yusim 'strip foundation' long hap we ol i mas wokim wanpela hevi haus long graun we i no strong tumas. Dispela faundesen em i wanpela ribon bilong simen o strongpela simen we i go long olgeta hap bilong bilding na aninit long ol bikpela wol we i save karim hevi. Ol i save strongim dispela kain faundesen long 2-pela belt, tasol bikos long ol samting bilong strip faundesen, ol i no save yusim planti strong, na, long dispela as, em bai i no gat bikpela pe.
Ol lo bilong putim ol strongpela samting i wankain olsem bilong putim faundesen bilong 'slab'. Ol stik tasol i mas pinis 30-40 cm long kona. Na wanwan 'jumper' i mas kamaut 2-4 sentimita ausait long 'rod' we em i stap long en. Ol i save skelim ol 'vertical lintels' bihainim wankain as tingting olsem taim ol i save skelim longpela bilong 'reinforcement' bilong wanpela 'slab foundation'.
Plis luksave olsem long namba wan na namba tu keis, ol i mas kisim strong wantaim mak bilong 2-5 pesen.