Salam friends
mera question yeh hai k mera ghar bnn rha hai jiss ka covered area `1500 squ feet hai ground floor complete ho chuka hai or rcc lanter dlwaya hai abb masla yeh hai k 1st floor pay may nay room size wgera change krr rha hoon like agar ground floor pay room 12 by 15 tha to 1st pay 12 by 18 krr rha hoon abb may app logo say yeh poochna chah rha hoo k kya yeh possible hai? ya jaisay hum nay neechay room bnay hai same to same whi size yani wall k opar hi wall utha sktay hai? wall say htt krr nhi jhan tkk mujay lgta hai wall k opar hi wall uthana chahiye lakin thekedaar kehta hai k lanter rcc hai iss liye khi say bhee wall utha krr room size wgera change krr sktai hai.... friends plz tell me about it k kya shi hai?
Engr. Adnan replied on Saturday, April 12, 2014 07:23 AM
yar that is related to engineering design....
hamesha ground flood ki walls k upper first floor ki walls ani chaheay.... otherwise chat ki slab pe dewaron ka load ae ga... aur wo ziada unstable ho .... ya phir kisi engineer se proper design karwa letay to jahan first floor ki dewar ani hoti to us k neechay beam provide kar deta to es tarah upar wali dewar ka load chat pe na parta balkay side di diwaron pe transfer ho jata.. par jesa ap ne btaya k chat par gae ha to ab ap dewar k uper hi dewar rakhen... i hope this will be helpful
Regards |
MZ replied on Saturday, April 12, 2014 07:24 AM
Upar wali deewar nechay wali deewar sey hatt kar bhi banai ja sakti thi lekin uss k liay nechay wali slab men pehlay margin rakhna parta hai.Iss soorat mein nechay wali slab mein steel kaafi ziada daala jata hai kayunkeh deewar ka wight bhi slab per aana hota hai. Aap k case mein shaid aisa nahin hua. Iss liay abb der ho chuki hai.Aap ko deewar per deewar hi bana paray gi. Thekedar ki baat per yaqin na karein. Woh aap ko ghalt mashwara dey raha hai. Mein structural engineer hoon aur aap k problem ka direct mere profession sey taalluq hai.Mein aap ko theek advice dey raha hoon. |
Mian Sahib. replied on Saturday, April 12, 2014 07:25 AM
Don't do it.It is very very risky to do it at this stage & may create problems in lower slab.Opinion of contractor is wrong. |
It is possible replied on Monday, April 14, 2014 08:34 PM
Get Civil Engineer's services.i think it is possible if the 2nd floor slab weight is transferred to the foundation through walls.Use some kind of light weight partition wall for 2nd floor rooms. You can still provide a beam on top of existing first floor slab to support the load and transfer it to foundation through first floor walls. |
