النوتة الحسابية

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نوته حسانبيه لخزان

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    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
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