# النوتة الحسابية

Description
نوته حسانبيه لخزان

View again

All materials on our website are shared by users. If you have any questions about copyright issues, please report us to resolve them. We are always happy to assist you.
Information
Category:

## Documents

Publish on:

Views: 6 | Pages: 17

Share
Transcript
ادإﯾ ﺎﻤﻌﻤﻟاو   ﺔﯿﻧﺪﻤﻟا   تﺎﻤﯿﻤﺼﺘﻟا   رﺪﻨﻜﺳﻻﺎﺑ   بﺮﺸﻟا   هﺎﯿﻣ   ﻛﺮﺷ   ﻲﻨﻔﻟا   ﻢﻋﺪﻟا   عﺎﻄﻗ   ﻲﻨﻔﻟا   ﻢﻋﺪﻠﻟ   ﺔﻣﺎﻌﻟا   ادﻻا   Structural Description   -dimension of the tank = 20*28 m -clear height =5.5 m -water height =5 m -the roof is flat slab with column head -thickness of slab = 23 cm -Spacing between the column:- In longitudinal direction = 5.6 m In transverse direction = 5 m -column = 40*40 cm -column head =1.25*1.25 m - Column head height = 37 cm -the wall variable thickness At the bottom = 95 cm At 2m from the bottom =50 cm At the top = 30 cm -The wall condition fixed - hinged - Thickness of raft = 95 cm - The raft rested on the plain concrete - The raft rested on the pile -Diameter of the pile = 50 cm - The pile capacity = 70 t -design all element of the tank by sap 2000 programe    ادإﯾ ﺎﻤﻌﻤﻟاو   ﺔﯿﻧﺪﻤﻟا   تﺎﻤﯿﻤﺼﺘﻟا   رﺪﻨﻜﺳﻻﺎﺑ   بﺮﺸﻟا   هﺎﯿﻣ   ﻛﺮﺷ   ﻲﻨﻔﻟا   ﻢﻋﺪﻟا   عﺎﻄﻗ   ﻲﻨﻔﻟا   ﻢﻋﺪﻠﻟ   ﺔﻣﺎﻌﻟا   ادﻻا   design the slab-1   ɣ r.c = 2.5 t/m3fy = 3600 kg/cm2Live load = 0.25t/m2   Covering =0.2t/m2 :from sap programe calculation direction-x   ve = 8 t.m/m-M  Column strip  M+ve = 3.5t.m/m  Field strip M-ve = 4.5 t.m/m    ادإﯾ ﺎﻤﻌﻤﻟاو   ﺔﯿﻧﺪﻤﻟا   تﺎﻤﯿﻤﺼﺘﻟا   رﺪﻨﻜﺳﻻﺎﺑ   بﺮﺸﻟا   هﺎﯿﻣ   ﻛﺮﺷ   ﻲﻨﻔﻟا   ﻢﻋﺪﻟا   عﺎﻄﻗ   ﻲﻨﻔﻟا   ﻢﻋﺪﻠﻟ   ﺔﻣﺎﻌﻟا   ادﻻا   M+ve = 1.9 t.m/m-By equations:1-n strip ColumM=8t.m/m   Depth = 20 cm ts = 23cm   As = 14cm2 take 8 Ø 16 /m   M=3.5t.m/m As =6.7cm2 take 8 Ø 12 /m   Field strip M-ve = 4.5 t.m/m As =8.3cm2 take 8 Ø 12 /m   M+ve = 2.1 t.m/m As =4cm2 take 8 Ø 12 /m    ادإﯾ ﺎﻤﻌﻤﻟاو   ﺔﯿﻧﺪﻤﻟا   تﺎﻤﯿﻤﺼﺘﻟا   رﺪﻨﻜﺳﻻﺎﺑ   بﺮﺸﻟا   هﺎﯿﻣ   ﻛﺮﺷ   ﻲﻨﻔﻟا   ﻢﻋﺪﻟا   عﺎﻄﻗ   ﻲﻨﻔﻟا   ﻢﻋﺪﻠﻟ   ﺔﻣﺎﻌﻟا   ادﻻا   ectiondir-y directionas Xdirectionyin Reinforcement Column strip As = 14cm2 take 8 Ø 16 /mM-ve As = 6.7cm2 take 8 Ø 12 /mM+ve  Field strip M-ve As = 14cm2 take 8 Ø 16 /m M+ve As = 6.7cm2 take 8 Ø 12 /m
Similar documents

### المتتابعات الحسابية كدوال خطية

View more...

#### Why Customers Love VIPRE® Business

We Need Your Support
Thank you for visiting our website and your interest in our free products and services. We are nonprofit website to share and download documents. To the running of this website, we need your help to support us.

Thanks to everyone for your continued support.

No, Thanks