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[null,null,null,null,null,null,null,null,null,"โปรแกรมออกแบบรางระบายน้ำ"]
[null,null,null,null,null,null,null,null,null,"RC  DITCH  V.1"]
[null,null,null,null,null,null,null,null,null,"ผมสร้างโปรแกรมขึ้นมาไว้ออกแบบรางระบายน้ำคอนกรีตเสริมเหล็กภายในชุมชน "]
[null,null,null,null,null,null,null,null,null,"โดยหลักการออกแบบจำเป็นต้องรู้ปริมาณน้ำ เช่น ปริมาณน้ำฝน  ปริมาณน้ำเสียในพื้นที่"]
[null,null,null,null,null,null,null,null,null,"ซึ่งโปรแกรมออกแบบรางระบายน้ำ V.1 ยังไม่ได้นำปริมาณน้ำมาเป็นข้อกำหนดในการออกแบบ"]
[null,null,null,null,null,null,null,null,null,"ในอนาคตข้าพเจ้าจะพัฒนาโปรแกรมให้สมบูรณ์ครบถ้วนเป็นไปตามมาตราฐาน"]
[null,null,null,null,null,null,null,null,null,"ข้อกำหนดหลักเกณฑ์ในการออกแบบมาตราฐานทางระบายน้ำของ อปท."]
[null,null,null,null,null,null,null,null,null,"คุณสมบัติ"]
[null,null,null,null,null,null,null,null,null," - สามารถออกแบบฝารางระบายชนิดฝาเหล็กตะแกรง และฝาคอนกรีตเสริมเหล็ก"]
[null,null,null,null,null,null,null,null,null," - สามารถออกแบบการรับน้ำหนักได้ไม่เกิน 5 ตัน "]
[null,null,null,null,null,null,null,null,null," - สามารถออกแบบขนาดรางระบายได้สูงสุดไม่เกิน 2.00x2.00 เมตร "]
[null,null,null,null,null,null,null,null,null,"การใช้งาน"]
[null,null,null,null,null,null,null,null,null," - ใส่ข้อมูลค่าการออกแบบในช่อง                      เท่านั้น"]
[null,null,null,null,null,null,null,null,null,"ผู้สร้างโปรแกรม"]
[null,null,null,null,null,null,null,null,null,"ชื่อ ชัยสิทธิ์  เปี่ยมสุข (ช่างกุ้ง)"]
[null,null,null,null,null,null,null,null,null,"ที่ทำงาน   อบต.โพธิ์ประสาท  อ.ไพศาลี จ.นครสวรรค์"]
[null,null,null,null,null,null,null,null,null,"ตำแหน่ง  นายช่างโยธาชำนาญงาน (วิชาชีพวิศวกรรมควบคุม สาขาโยธา)"]
[null,null,null,null,null,null,null,null,null,"ผู้ดูแลเว็บไซต์  \"โยธาท้องถิ่นนครสวรรค์\"  ",null,null,null,null,"www.lifecivil.com "]
[null,null,null,null,null,null,null,null,null,"อีเมล  kung-engineer@hotmail.co.th"]

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[null,null,null,null,null,null,null,null,"PROJECT",null,null,null,null,"รางระบายน้ำ"]
[null,null,null,null,null,null,null,null,"LOCATION",null,null,null,null,"นครสวรรค์"]
[null,null,null,null,null,null,null,null,"OWNER",null,null,null,null,"เทศบาล"]
[null,null,null,null,null,null,null,null,"DESIGN",null,null,null,null,"ชัยสิทธิ์ เปี่ยมสุข",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"LICENSE",null,null,null,"ภย.xxxxx"]
[]
[null,null,null,null,null,null,null,"RC DITCH V.1"]
[]
[null,null,null,null,null,null,null,"INPUT DATA PARAMETERS & CONSTANTS   :"]
[null,null,null,null,null,null,null,null,"fc'  =",173,null,"Kg./cm.2",null,null,null,";",null,"Es   =",2100000,null,null,"Kg./cm.2",null,null,";","n =",{"$f":"ROUND(S10/S11,3)","v":10.561},null,";","j =",{"$f":"ROUND(1-(AA11/3),3)","v":0.879}]
[null,null,null,null,null,null,null,null,"fc   =",{"$f":"ROUNDUP((J10*0.375),0)","v":65},null,"Kg./cm.2",null,null,null,";",null,"Ec   =",{"$f":"ROUND(4270*(2.323^1.5)*(J10^0.5),0)","v":198850},null,null,"Kg./cm.2",null,null,";","k =",{"$f":"ROUND(1/(1+(J13/(AA10*J11))),3)","v":0.36399999999999999},null,";","R =",{"$f":"ROUND((J11/2)*AE10*AA11,2)","v":10.4},null,"Kg./cm.2"]
[null,null,null,null,null,null,null,null,"fy   =",2400,null,"Kg./cm.2",null,null,{"$f":"IF(J12<3000,\">SR-24\",IF(J12=3000,\">SD-30\",IF(J12>4000,\">SD-50\",\">SD-40\")))","v":">SR-24"}]
[null,null,null,null,null,null,null,null,"fs   =",{"$f":"IF(J12=2400,1200,IF(J12=3000,1500,IF(J12=4000,1700,IF(J12=5000,1700,))))","v":1200},null,"Kg./cm.2"]
[]
[null,null,null,null,null,null,null,"INPUT DATA GRATING   :"]
[null,null,null,null,null,null,null,null,null,null,"Flat Bar   t =",12,null,"mm.",null,";"," h=",100,null,"mm.",null,";","A=",{"$f":"ROUNDDOWN((L16*R16)/100,2)","v":12},null,"cm.2",null,";",null,null,null,"Wheel Width =",20,null,"cm.",";",null,null,"Flat Bar@=",{"$f":"ROUNDDOWN((AG16/AG17),0)","v":5},null,"bar."]
[null,null,null,null,null,null,null,null,null,null,"W flat bar  =",{"$f":"ROUNDDOWN((AN16*7850)/10000,2)","v":3.92},null,"Kg./m.",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"spacing =",4,null,"cm."]
[null,null,null,null,null,null,null,null,null,null,"A flat bar   =",{"$f":"ROUNDDOWN(AG17*AN16,2)","v":20},null,"cm.2",null,null,null,null,null,null,null,"Friction angle soil =",10,null,"degree",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Unit weight of RC.  =",2400,null,"Kg./m.3"]
[null,null,null,null,null,null,null,null,null,null,"              lx =",{"$f":"ROUNDDOWN((L16/10*(R16/10)^3/12*AN16),2)","v":500},null,"cm.4",null,null,null,null,null,null,null,"Force Friction C=",0.5,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Unit weight of soil =",1800,null,"Kg./m.3"]
[null,null,null,null,null,null,null,null,null,null,"             rx =",{"$f":"ROUNDDOWN((R16/10)/SQRT(12)*AN16,2)","v":14.43},null,"cm.",null,null,null,null,null,null,null,"Coe.. of Earth Pressure =",0.5,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Unit weight of Surcharge =",1000,null,"Kg./m.2"]
[null,null,null,null,null,null,null,null,null,null,"            sx =",{"$f":"ROUNDDOWN((L16/10*(R16/10)^2/6*AN16),2)","v":100},null,"cm.3",null,null,null,null,null,null,null,"Ka = tan2(45-α/2) =",{"$f":"(1-SIN(W18/180*3.14159))/(1+SIN(W18/180*3.14159))","v":0.70408840184006749},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Unit weight of Water =",1000,null,"Kg./m.3"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Impact factor   I  =",0.15]
[null,null,null,null,null,null,null,"INPUT DATA DITCH  :",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"High Water HW. =",0.5,null,"m."]
[null,null,null,null,null,null,null,null,"H =",2,null,"m. "]
[null,null,null,null,null,null,null,null,"B =",2,null,"m."]
[null,null,null,null,null,null,null,null,"Th =",0.15,null,"m."]
[null,null,null,null,null,null,null,null,"Tb =",0.15,null,"m."]
[]
[]
[null,null,null,null,null,null,null,"DESIGN  GRATING  STEEL :"]
[null,null,null,null,null,null,null,null,null,null,null,null,"Weight Truck  Load =",5000,null,null,"Kg./wheel"]
[null,null,null,null,null,null,null,null,null,null,null,null,"Grating Length =",{"$f":"ROUND(J25+J27,2)","v":2.15},null,"m."]
[null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"\"Impact Load\"&AP22*100&\"% =\"","v":"Impact Load15% ="},{"$f":"ROUND(N31*AP22,2)","v":750},null,"Kg.",null,null,null,null,null,null," "]
[null,null,null,null,null,null,null,null,null,null,null,null," Load Truck =",{"$f":"ROUND((N31+N33),2)","v":5750},null,null,"Kg."]
[null,null,null,null,null,null,null,null,null,null,null,null," Load Truck+Steel =",{"$f":"ROUND(N34+L17,2)","v":5753.92},null,null,"Kg."]
[null,null,null,null,null,null,null,null,null,null,null,null," Load Flat Bar =",{"$f":"ROUND(N35/AN16,2)","v":1150.78},null,null,"Kg./bar"]
[null,null,null,null,null,null,null,null,null,null,null,null," Moment max =",{"$f":"ROUND((N36*(N32/2)*(N32/2))/N32,2)","v":618.54},null,null,"Kg.-m."]
[null,null,null,null,null,null,null,null,null,null,null,null," Fb =",{"$f":"ROUND(0.6*J12,20)","v":1440},null,null,"Ksc."]
[null,null,null,null,null,null,null,null,null,null,null,null," Sx =",{"$f":"ROUND((N37/N38)*100,2)","v":42.95},null,{"$f":"IF(N39<Q39,\"<\",\">\")","v":"<"},{"$f":"L21","v":100},null,null,{"$f":"IF(N39<Q39,\"OK\",\"NG\")","v":"OK"}]
[null,null,null,null,null,null,null,null,null,null,null,null,"KL/r =",{"$f":"ROUND(N32*100/(L20),2)","v":14.9},null,{"$f":"IF(N40<Q40,\"<\",\">\")","v":"<"},300,null,null,{"$f":"IF(N40<Q40,\"OK\",\"NG\")","v":"OK"},null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(N32<=0.3,\"No Cross bar \",IF(N32=0.4,\"1-Cross bar Dia 8x8 mm.\",IF(N32=0.5,\"2-Cross bar Dia 8x8 mm.\",IF(N32>=0.6,\"3-Cross bar Dia 8x8 mm.\"))))","v":"3-Cross bar Dia 8x8 mm."}]
[]
[]
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[null,null,null,null,null,null,null,null,"PROJECT",null,null,null,null,"รางระบายน้ำ"]
[null,null,null,null,null,null,null,null,"LOCATION",null,null,null,null,"นครสวรรค์"]
[null,null,null,null,null,null,null,null,"OWNER",null,null,null,null,"เทศบาล"]
[null,null,null,null,null,null,null,null,"DESIGN",null,null,null,null,"ชัยสิทธิ์ เปี่ยมสุข",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"LICENSE",null,null,null,"ภย.xxxxx"]
[]
[null,null,null,null,null,null,null,"RC DITCH V.1"]
[]
[null,null,null,null,null,null,null,"DESIGN  COVER  RC :"]
[null,null,null,null,null,null,null,null,null,null,null,null,"Thickness Cover  =",0.15,null,"m."]
[null,null,null,null,null,null,null,null,null,null,null,null,"Cover Rc. Length =",{"$f":"N32","v":2.15},null,"m.","(L)"]
[null,null,null,null,null,null,null,null,null,null,null,null,"Cover Rc. Width =",0.3,null,"m.","(W)"]
[null,null,null,null,null,null,null,null,null,null,null,null,"Weight  Cover Rc. =",{"$f":"ROUND(N52*N53*N54*AP18,2)","v":232.2},null,"Kg."]
[null,null,null,null,null,null,null,null,null,null,null,null," Load Truck+Ip =",{"$f":"N34","v":5750},null,null,"Kg."]
[null,null,null,null,null,null,null,null,null,null,null,null,"S LOAD =",{"$f":"ROUND(N55+N56,2)","v":5982.2},null,null,"Kg."]
[null,null,null,null,null,null,null,null,null,null,null,null," Moment max =",{"$f":"ROUND((N57*N53)/4,2)","v":3215.43},null,null,"Kg.-m."]
[null,null,null,null,null,null,null,null,null,null,null,null," Shear max =",{"$f":"ROUND(N57/2,2)","v":2991.1},null,null,"Kg."]
[null,null,null,null,null,null,null,null,null,null,null,null," Concrete Covering =",{"$f":"ROUND(N52/2,2)","v":0.08},null,"cm."]
[null,null,null,null,null,null,null,null,null,null,null,null," Thick. Depth  min1 =",{"$f":"ROUND(((N58*100)/(AE11*100))^0.5,2)","v":17.579999999999998},null,"cm."]
[null,null,null,null,null,null,null,null,null,null,null,null," Thick. Depth  min2 =",{"$f":"ROUND((100*N52)-N60,2)","v":14.92},null,"cm.",{"$f":"IF(N61<N62,\"OK\",\"NG\")","v":"NG"},"# USE Thick.",null,null,null,{"$f":"IF(N61<7,\"7\",IF(N61<10,\"10\",IF(N61<12,\"12\",IF(N61<15,\"15\",IF(N61<20,\"20\")))))","v":"20"},null,"cm.","(T)",{"$f":"IF(N62<V62,\"OK\",\"NG\")","v":"OK"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AND(AB69=\"OK\",AB70=\"OK\"),\"USE TYPE\", \"NO USE\")","v":"NO USE"},null,null,null,null,null,null,null,{"$f":"V62/100","v":0.2}]
[null,null,null,null,null,null,null,"Check for shear :  "]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Vc = 0.29 (Sqrt) fc' bw d","=",{"$f":"ROUND(0.29*(J10^0.5)*100*V62,2)","v":7628.71},null,null,"Kg.",{"$f":"IF(N59<Q64,\"OK\",\"NG\")","v":"OK"}]
[null,null,null,null,null,null,null,"Design  Reinforcement  "]
[null,null,null,null,null,null,null,null,null,null,null,null," As  min1 =",{"$f":"ROUND((14/J12)*100*V62,2)","v":11.67},null,"cm.2",null,null,"# USE As Max",null,null,null,"=",{"$f":"MAX(N66:O67)","v":15.24},null,null,"cm.2"]
[null,null,null,null,null,null,null,null,null,null,null,null," As  min2 =",{"$f":"ROUND((N58*100)/(J13*AE10*V62),2)","v":15.24},null,"cm.2",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AND(AN69=\"OK\",AN70=\"OK\"),\"USE TYPE\", \"NO USE\")","v":"USE TYPE"}]
[null,null,null,null,null,null,null,null,null,null,null,null,"0.002bt   =",{"$f":"ROUND(0.002*(N53*100)*(V62),2)","v":8.6},null,"cm.2"]
[null,null,null,null,null,null,null,"# USE  main-1",null,null,null,{"$f":"IF($J$12=2400,\"RB\",\"DB\")","v":"RB"},null,9,null,"mm.","@",0.05,null,"m.",null,"AS'","=",{"$f":"ROUND((1/R69)*((((22/7)*(N69*0.1)^2)/4)),2)","v":12.73},null,"cm.2",null,{"$f":"IF(X66<X69,\"OK\",\"NG\")","v":"NG"},null,"# USE  main-2",null,null,null,"AS'","=",{"$f":"ROUND((1/R69)*((((22/7)*(N69*0.1)^2)/4))*2,2)","v":25.46},null,"cm.2",null,{"$f":"IF(X66<AJ69,\"OK\",\"NG\")","v":"OK"}]
[null,null,null,null,null,null,null,"# USE  temp-1",null,null,null,{"$f":"IF($J$12=2400,\"RB\",\"DB\")","v":"RB"},null,9,null,"mm.","@",0.05,null,"m.",null,"AS'","=",{"$f":"ROUND((1/R70)*((((22/7)*(N70*0.1)^2)/4)),2)","v":12.73},null,"cm.2",null,{"$f":"IF(N68<X70,\"OK\",\"NG\")","v":"OK"},null,"# USE  temp-2",null,null,null,"AS'","=",{"$f":"ROUND((1/R70)*((((22/7)*(N70*0.1)^2)/4))*2,2)","v":25.46},null,"cm.2",null,{"$f":"IF(N68<AJ70,\"OK\",\"NG\")","v":"OK"}]
[]
[]
[]
[]
[]
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[]
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[null,null,null,null,null,null,null,null,"PROJECT",null,null,null,null,"รางระบายน้ำ"]
[null,null,null,null,null,null,null,null,"LOCATION",null,null,null,null,"นครสวรรค์"]
[null,null,null,null,null,null,null,null,"OWNER",null,null,null,null,"ชัยสิทธิ์ เปี่ยมสุข"]
[null,null,null,null,null,null,null,null,"DESIGN",null,null,null,null,"กุ้ง",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"LICENSE",null,null,null,999]
[]
[null,null,null,null,null,null,null,"RC DITCH V.1"]
[]
[null,null,null,null,null,null,null,"DESIGN SIDE  WALL  RC :"]
[null,null,null,null,null,null,null,null,null,null,null,null,"Side pressure soil =",{"$f":"ROUND(W20*W21*AP19*(J24-J26)*(J24-J26),2)","v":2168.77},null,null,"Kg."]
[null,null,null,null,null,null,null,null,null,null,null,null,"Side pressure water =",{"$f":"ROUND(0.5*(AP21*AP23)*AP23,2)","v":125},null,null,"Kg."]
[null,null,null,null,null,null,null,null,null,null,null,null," Pressure Surcharger =",{"$f":"ROUND(W21*AP20*(J24-J26),2)","v":1302.56},null,null,"Kg."]
[null,null,null,null,null,null,null,null,null,null,null,null," Moment max =",{"$f":"ROUND(N93*((J24-J26)/3)+(N94*(AP23/3))+(N95*((J24-J26)/2)),2)","v":2563.11},null,null,"Kg.-m."]
[null,null,null,null,null,null,null,null,null,null,null,null," Shear max =",{"$f":"ROUND(N93+N94+N95,2)","v":3596.33},null,null,"Kg."]
[null,null,null,null,null,null,null,null,null,null,null,null," Concrete Covering =",{"$f":"ROUND(J27/2,2)","v":0.08},null,"cm.",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AND(AB107=\"OK\",AB108=\"OK\"),\"USE TYPE\", \"NO USE\")","v":"NO USE"}]
[null,null,null,null,null,null,null,null,null,null,null,null," Thick. Depth  min1 =",{"$f":"ROUND(((N96*100)/(AE11*100))^0.5,2)","v":15.7},null,"cm."]
[null,null,null,null,null,null,null,null,null,null,null,null," Thick. Depth  min2 =",{"$f":"ROUND((100*J27)-N98,2)","v":14.92},null,"cm.",{"$f":"IF(N99<N100,\"OK\",\"NG\")","v":"NG"},"# USE Thick.",null,null,null,{"$f":"IF(N99<7,\"7\",IF(N99<10,\"10\",IF(N99<12,\"12\",IF(N99<15,\"15\",IF(N99<20,\"20\")))))","v":"20"},null,"cm.","(Tb)",{"$f":"IF(N100<V100,\"OK\",\"NG\")","v":"OK"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"V100/100","v":0.2}]
[null,null,null,null,null,null,null,"Check for shear :  "]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Vc = 0.29 (Sqrt) fc' bw d","=",{"$f":"ROUND(0.29*(J10^0.5)*100*V100,2)","v":7628.71},null,null,"Kg.",{"$f":"IF(N97<Q102,\"OK\",\"NG\")","v":"OK"}]
[null,null,null,null,null,null,null,"Design  Reinforcement  "]
[null,null,null,null,null,null,null,null,null,null,null,null," As  min1 =",{"$f":"ROUND((14/J12)*100*V100,2)","v":11.67},null,"cm.2",null,null,"# USE As Max",null,null,null,"=",{"$f":"MAX(N104:O105)","v":12.15},null,null,"cm.2"]
[null,null,null,null,null,null,null,null,null,null,null,null," As  min2 =",{"$f":"ROUND((N96*100)/(J13*AE10*V100),2)","v":12.15},null,"cm.2",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AND(AN107=\"OK\",AN108=\"OK\"),\"USE TYPE\", \"NO USE\")","v":"USE TYPE"}]
[null,null,null,null,null,null,null,null,null,null,null,null,"0.0025t   =",{"$f":"ROUND((0.0025*100)*(V100),2)","v":5},null,"cm.2",null,";",null,null," As  min3 =",{"$f":"ROUND((2*N106)/3,2)","v":3.33},null,"cm.2"]
[null,null,null,null,null,null,null,"# USE Verti...-1",null,null,null,{"$f":"IF(J12=2400,\"RB\",\"DB\")","v":"RB"},null,9,null,"mm.","@",0.1,null,"m.",null,"AS'","=",{"$f":"ROUND((1/R107)*((((22/7)*(N107*0.1)^2)/4)),2)","v":6.36},null,"cm.2",null,{"$f":"IF(X104<X107,\"OK\",\"NG\")","v":"NG"},null,"# USE Verti...-2",null,null,null,"AS'","=",{"$f":"ROUND((1/R107)*((((22/7)*(N107*0.1)^2)/4))*2,2)","v":12.73},null,"cm.2",null,{"$f":"IF(X104<AJ107,\"OK\",\"NG\")","v":"OK"}]
[null,null,null,null,null,null,null,"# USE  Hori..-1",null,null,null,{"$f":"IF(J12=2400,\"RB\",\"DB\")","v":"RB"},null,9,null,"mm.","@",0.25,null,"m.",null,"AS'","=",{"$f":"ROUND((1/R108)*((((22/7)*(N108*0.1)^2)/4)),2)","v":2.5499999999999998},null,"cm.2",null,{"$f":"IF(V106<X108,\"OK\",\"NG\")","v":"NG"},null,"# USE  Hori..-2",null,null,null,"AS'","=",{"$f":"ROUND((1/R108)*((((22/7)*(N108*0.1)^2)/4))*2,2)","v":5.09},null,"cm.2",null,{"$f":"IF(V106<AJ108,\"OK\",\"NG\")","v":"OK"}]
[]
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[null,null,null,null,null,null,null,null,"PROJECT",null,null,null,null,"ชัยสิทธิ์ เปี่ยมสุข"]
[null,null,null,null,null,null,null,null,"LOCATION",null,null,null,null,"นครสวรรค์"]
[null,null,null,null,null,null,null,null,"OWNER",null,null,null,null,"เทศบาล"]
[null,null,null,null,null,null,null,null,"DESIGN",null,null,null,null,"กุ้ง",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"LICENSE",null,null,null,999]
[]
[null,null,null,null,null,null,null,"RC DITCH V.1"]
[]
[null,null,null,null,null,null,null,"DESIGN  BASE  DITCH RC. :",null,null,null,null,null,null,null,"For  ",1,null,"m."]
[null,null,null,null,null,null,null,null,null,null,null,null,"Thickness Base   =",{"$f":"J26","v":0.15},null,"m.","(Th)"]
[null,null,null,null,null,null,null,null,null,null,null,null," Base    Width   =",{"$f":"ROUND(J25+AX100*2,2)","v":2.4},null,"m.","(B+Tb)"]
[null,null,null,null,null,null,null,null,null,null,null,null,"Weight  Base Rc. =",{"$f":"ROUND(N133*N134*Q132*AP18,2)","v":864},null,"Kg."]
[null,null,null,null,null,null,null,null,null,null,null,null,"Weight  Wall Rc. =",{"$f":"ROUND((AX100*J24)*AP18*2,2)","v":1920},null,"Kg."]
[null,null,null,null,null,null,null,null,null,null,null,null,"Weight  Cover Rc. =",{"$f":"AX62*N53*Q132*AP18","v":1032},null,"Kg."]
[null,null,null,null,null,null,null,null,null,null,null,null," Load Truck+Ip =",{"$f":"N56","v":5750},null,"Kg.",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AND(AB152=\"OK\",AB1088=\"OK\"),\"USE TYPE\", \"NO USE\")","v":"NO USE"}]
[null,null,null,null,null,null,null,null,null,null,null,null," Pressure Surcharger =",{"$f":"N95","v":1302.56},null,null,"Kg."]
[null,null,null,null,null,null,null,null,null,null,null,null,"S LOAD =",{"$f":"ROUND(N135+N136+N137+N138+N139,2)","v":10868.56}]
[null,null,null,null,null,null,null,null,null,null,null,null," Moment max =",{"$f":"ROUND((N140*(N134)^2)/8,2)","v":7825.36},null,null,"Kg.-m."]
[null,null,null,null,null,null,null,null,null,null,null,null," Shear max =",{"$f":"ROUND(N140/2,2)","v":5434.28},null,null,"Kg."]
[null,null,null,null,null,null,null,null,null,null,null,null," Concrete Covering =",{"$f":"ROUND(N133/2,2)","v":0.08},null,"cm."]
[null,null,null,null,null,null,null,null,null,null,null,null," Thick. Depth  min1 =",{"$f":"ROUND(((N141*100)/(AE11*100))^0.5,2)","v":27.43},null,"cm."]
[null,null,null,null,null,null,null,null,null,null,null,null," Thick. Depth  min2 =",{"$f":"ROUND((100*N133)-N143,2)","v":14.92},null,"cm.",{"$f":"IF(N144<N145,\"OK\",\"NG\")","v":"NG"},"# USE Thick.",null,null,null,{"$f":"IF(N144<7,\"7\",IF(N144<10,\"10\",IF(N144<12,\"12\",IF(N144<15,\"15\",IF(N144<20,\"20\",IF(N144<25,\"25\",IF(N144<30,\"30\")))))))","v":"30"},null,"cm.","(Th)",{"$f":"IF(N145<V145,\"OK\",\"NG\")","v":"OK"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AND(AN152=\"OK\",AN153=\"OK\"),\"USE TYPE\", \"NO USE\")","v":"USE TYPE"},null,null,null,null,null,null,null,null,{"$f":"V145/100","v":0.3}]
[null,null,null,null,null,null,null,"Check for shear :  "]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Vc = 0.29 (Sqrt) fc' bw d","=",{"$f":"ROUND(0.29*(J10^0.5)*100*V145,2)","v":11443.06},null,null,"Kg.",{"$f":"IF(N142<Q147,\"OK\",\"NG\")","v":"OK"}]
[null,null,null,null,null,null,null,"Design  Reinforcement  "]
[null,null,null,null,null,null,null,null,null,null,null,null," As  min1 =",{"$f":"ROUND((14/J12)*100*V145,2)","v":17.5},null,"cm.2",null,null,"# USE As Max",null,null,null,"=",{"$f":"MAX(N149:O150)","v":24.73},null,null,"cm.2"]
[null,null,null,null,null,null,null,null,null,null,null,null," As  min2 =",{"$f":"ROUND((N141*100)/(J13*AE10*V145),2)","v":24.73},null,"cm.2"]
[null,null,null,null,null,null,null,null,null,null,null,null,"0.002bt   =",{"$f":"ROUND(0.002*(N134*100)*(V145),2)","v":14.4},null,"cm.2"]
[null,null,null,null,null,null,null,"# USE  main-1",null,null,null,{"$f":"IF($J$12=2400,\"RB\",\"DB\")","v":"RB"},null,9,null,"mm.","@",0.05,null,"m.",null,"AS'","=",{"$f":"ROUND((1/R152)*((((22/7)*(N152*0.1)^2)/4)),2)","v":12.73},null,"cm.2",null,{"$f":"IF(X149<X152,\"OK\",\"NG\")","v":"NG"},null,"# USE  main-2",null,null,null,"AS'","=",{"$f":"ROUND((1/R152)*((((22/7)*(N152*0.1)^2)/4))*2,2)","v":25.46},null,"cm.2",null,{"$f":"IF(X149<AJ152,\"OK\",\"NG\")","v":"OK"}]
[null,null,null,null,null,null,null,"# USE  temp-1",null,null,null,{"$f":"IF($J$12=2400,\"RB\",\"DB\")","v":"RB"},null,9,null,"mm.","@",0.05,null,"m.",null,"AS'","=",{"$f":"ROUND((1/R153)*((((22/7)*(N153*0.1)^2)/4)),2)","v":12.73},null,"cm.2",null,{"$f":"IF(N151<X153,\"OK\",\"NG\")","v":"NG"},null,"# USE  temp-2",null,null,null,"AS'","=",{"$f":"ROUND((1/R153)*((((22/7)*(N153*0.1)^2)/4))*2,2)","v":25.46},null,"cm.2",null,{"$f":"IF(N151<AJ153,\"OK\",\"NG\")","v":"OK"}]

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