![Page 1: Construction and Design of Multistorey Building-02](https://reader035.vdocuments.us/reader035/viewer/2022062217/563db7e5550346aa9a8ef381/html5/thumbnails/1.jpg)
EXCAVATION
![Page 2: Construction and Design of Multistorey Building-02](https://reader035.vdocuments.us/reader035/viewer/2022062217/563db7e5550346aa9a8ef381/html5/thumbnails/2.jpg)
LAYOUT
![Page 3: Construction and Design of Multistorey Building-02](https://reader035.vdocuments.us/reader035/viewer/2022062217/563db7e5550346aa9a8ef381/html5/thumbnails/3.jpg)
RAFT FOUNDATION
![Page 4: Construction and Design of Multistorey Building-02](https://reader035.vdocuments.us/reader035/viewer/2022062217/563db7e5550346aa9a8ef381/html5/thumbnails/4.jpg)
COULMN CASTING
On the raft the column layout is done. Layout for starter. The column ties and link bars are provided as per column
reinforcement drawings and general specifications. Displacement of main bars should be provided with L bar The plumb of formwork should be checked. Height of cast should be calculated accurately. Avoid caps as far as possible.
![Page 5: Construction and Design of Multistorey Building-02](https://reader035.vdocuments.us/reader035/viewer/2022062217/563db7e5550346aa9a8ef381/html5/thumbnails/5.jpg)
LAYOUT , PEDESTAL & STARTER
![Page 6: Construction and Design of Multistorey Building-02](https://reader035.vdocuments.us/reader035/viewer/2022062217/563db7e5550346aa9a8ef381/html5/thumbnails/6.jpg)
LINKS & TIES
![Page 7: Construction and Design of Multistorey Building-02](https://reader035.vdocuments.us/reader035/viewer/2022062217/563db7e5550346aa9a8ef381/html5/thumbnails/7.jpg)
PLUMB & FORMWORK, CASTING,CURING
![Page 8: Construction and Design of Multistorey Building-02](https://reader035.vdocuments.us/reader035/viewer/2022062217/563db7e5550346aa9a8ef381/html5/thumbnails/8.jpg)
SLAB, BEAM SHUTTERING & CASTING
beam bottom is first laid on the column and then slab formwork is laid
After the reinforcement, the slab is checked for steel as per drawings and level required.
A camber of 5 mm in provided in the center of slab.
Casting of slab should be discontinue at l/3 from the support.
![Page 9: Construction and Design of Multistorey Building-02](https://reader035.vdocuments.us/reader035/viewer/2022062217/563db7e5550346aa9a8ef381/html5/thumbnails/9.jpg)
SLAB STAGES