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[null,"REVISE PILE REACTION (Written by A.Sermpun)",null,null,null,null,null,null,null,null,null,null,"ข้อแนะนำการใช้งาน"]
[null,"Project","=","7.5 MW. Power Plant Stream Turbine",null,null,null,null,null,null,null,null,"1.จำนวนเสาเข็มสูงสุดที่ใช้ได้คือ 25 ต้น/ฐาน และใช้ได้กับฐานรากเดี่ยวเท่านั้น"]
[null,"Lacation","=","KAMPANKPET",null,null,null,null,null,null,null,null,"2.ควรตั้งแกนอ้างอิงก่อน (ไม่ว่าฐานรากจะมีรูปทรงอย่างไรก็ตาม ) ดังนั้นการป้อนค่าต่างๆให้"]
[null,"Owner","=","SAHAGREEN FOREST",null,null,null,null,null,null,null,null,"    เป็นไปตามแกนอ้างอิง  เสาเข็มต้นไหนจะเป็นลำดับ 1, 2, 3,...ก็ได้ (ควรตั้งที่ตำแหน่งตอม่อ)"]
[null,"Engineer","=","A.SERMPUN",null,null,null,null,null,null,null,null,"3.ใช้ได้เฉพาะกับเสาเข็มทรงสี่เหลี่ยมตันเท่านั้น"]
[null,"Date","=","2012-01-15",null,null,null,null,null,null,null,null,"4.เสาเข็มควรมีขนาดหน้าตัดเท่ากันทั้งหมด (ในที่นี้หน้าตัดต่างกันก็สามารถใช้งานได้)"]
[null,"I. Input Datas For Analysis",null,null,null,null,null,null,null,null,null,null,"5.ระยะ x, y เป็นระยะที่วัดออกจากจุดกึ่งกลางของตอม่อ  ดังนั้นระยะเยื้องศูนย์รวม X, Y "]
[null,"Column Load (Q)  =",null,110,"tons","Pile Section",0.3,{"$f":"\"x       \"&G8&\" m.\"","v":"x       0.3 m."},"Safe Load =",30,"tons/pile",null,"    จึงเป็นระยะที่วัดออกจากจุดกึ่งกลางต่อม่อ เช่นเดียวกัน"]
[null,"Pile No./Num.","Size Of Pile",null,"Safe Load","Distance (m.)",null,"Ix","Iy","Moment Area (m.3)",null,null,"6.น้ำหนักบรรทุกลงเสา (Q) เป็นน้ำหนักบรรทุก Working Load เท่านั้น ไม่ใช่ Ultimate Load"]
[null,null,"b (m.)","A (m.2)","(tons)","x","y","x2","y2","Ai.x","Ai.y",null,"7.น้ำหนักบรรทุกที่เสาเข็มต้องรับ (Safe Load) อันที่จริงผู้ออกแบบจะต้องเป็นผู้ระบุ  แต่เวลา"]
[null,1,0.3,{"$f":"IF(OR(C11=0,C11=\"\"),\"\",C11^2)","v":0.09},30,-0.9,0.9,{"$f":"IF(OR(F11=0,F11=\"\"),\"\",F11^2)","v":0.81},{"$f":"IF(OR(G11=0,G11=\"\"),\"\",G11^2)","v":0.81},{"$f":"IF(OR(F11=0,F11=\"\"),\"\",F11*C11^2)","v":-8.1000000000000003E-2},{"$f":"IF(OR(G11=0,G11=\"\"),\"\",G11*C11^2)","v":8.1000000000000003E-2},null,"    ปฎิบัติงานจริงเมื่อเกิดปัญหา ผู้แก้ไขมักใช้ค่าดังกล่าวจากคุณสมบัติของเสาเข็มโดยตรง"]
[null,2,0.3,{"$f":"IF(OR(C12=0,C12=\"\"),\"\",C12^2)","v":0.09},30,0.9,0.9,{"$f":"IF(OR(F12=0,F12=\"\"),\"\",F12^2)","v":0.81},{"$f":"IF(OR(G12=0,G12=\"\"),\"\",G12^2)","v":0.81},{"$f":"IF(OR(F12=0,F12=\"\"),\"\",F12*C12^2)","v":8.1000000000000003E-2},{"$f":"IF(OR(G12=0,G12=\"\"),\"\",G12*C12^2)","v":8.1000000000000003E-2},null,"8.โมเมนต์ดัดเริ่มแรก(Initial Moment) ผู้แก้ไขควรใส่ใจเป็นพิเศษ จะต้องทราบหรือถามจากผู้"]
[null,3,0.3,0.09,30,-1,-1.05,1,1.1025,-0.09,-9.4500000000000001E-2,null,"    ออกแบบ(ซึ่งอาจมีหรือไม่มีก็ได้)  แต่เวลาทำงานจริงผู้แก้ไขมักไม่ใส่ใจเท่าที่ควร"]
[null,4,0.3,0.09,30,0.9,-0.9,0.81,0.81,8.1000000000000003E-2,-8.1000000000000003E-2,null,"9.ทิศทางบวกและลบของโมเมนต์ดัดทั้งสองแนวแกนต้องเป็นไปตามกฎมือขวาเท่านั้น ถ้าไม่"]
[null,null,null,"",null,null,null,"","","","",null,"    เช่นนั้นผลที่ได้คือ P จะไม่ถูกต้อง(ดูวิธีการใช้ด้วยครับ นิ้วก้อยอยู่ที่จุด 0,0 เสมอ นิ้วหัวแม่มือ"]
[null,null,null,"",null,null,null,"","","","",null,"    ให้ชี้ไปตามแนวแกนทิศทางบวก  นิ้วที่เหลือทั้งสี่คือทิศทางที่เป็นบวก"]
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[null,{"$f":"COUNT(B11:B35)","v":4},"Sum. A",{"$f":"SUM(D11:D35)","v":0.36},null,null,"Sum.",{"$f":"SUM(H11:H35)","v":3.43},{"$f":"SUM(I11:I35)","v":3.5325000000000002},{"$f":"SUM(J11:J35)","v":-8.9999999999999941E-3},-1.3499999999999998E-2,"  "]
[null,"II. Result Of Force Due To Eccentric Distance [Mex = Q.Y, Mey = Q.X]"]
[null,"Total Eccentric (m.)",null,"Initial Moment (Mi)",null,"Eccentric Moment (Me)",null,"Total Moment (Mt = Mi + Me)"]
[null,"X","Y","Mix(kg.m.)","Miy(kg.m.)","Mex(kg.m.)","Mey(kg.m.)","Mx(kg.m.)",null,"My(kg.m.)"]
[null,{"$f":"J36/D36","v":-2.4999999999999984E-2},{"$f":"K36/D36","v":-3.7499999999999999E-2},null,null,{"$f":"(D8*1000)*B40","v":-2749.9999999999982},{"$f":"(D8*1000)*C40","v":-4125},{"$f":"D40+F40","v":-2749.9999999999982},null,{"$f":"E40+G40","v":-4125}]
[null,"III. After Adjust Force [P = Q/N ± Mxy/åy2 ± Myx/åx2]"]
[null,"Pile No.","Q/N",null,"Mxy/åy2",null,"Myx/åx2",null,"P","Recheck","Remark"]
[null,null,"(kg.)",null,"(kg.)",null,"(kg.)",null,"(tons)"]
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[null,{"$f":"IF(AND(B12=0,B12=\"\"),\"\",B12)","v":2},{"$f":"IF(OR(B45=0,B45=\"\"),\"\",($D$8*1000)/$B$36)","v":27500},null,{"$f":"IF(OR(B45=0,B45=\"\"),\"\",($H$40*G12)/$I$36)","v":-700.63694267515882},null,{"$f":"IF(OR(B45=0,B45=\"\"),\"\",($H$40*F12)/$I$36)","v":-700.63694267515882},null,{"$f":"IF(OR(B45=0,B45=\"\"),\"\",SUM(C45:G45)/1000)","v":26.098726114649683},"<  30 t.",{"$f":"IF(OR(B45=0,B45=\"\"),\"\",IF(I45<0,\"Ten. P.\",\"Comp. P.\"))","v":"Comp. P."}]
[null,3,27500,null,{"$f":"IF(OR(B46=0,B46=\"\"),\"\",($H$40*G13)/$I$36)","v":817.40976645435182},null,{"$f":"IF(OR(B46=0,B46=\"\"),\"\",($H$40*F13)/$I$36)","v":778.48549186128753},null,29.09589525831564,"<  30 t.","Comp. P."]
[null,4,27500,null,{"$f":"IF(OR(B47=0,B47=\"\"),\"\",($H$40*G14)/$I$36)","v":700.63694267515882},null,{"$f":"IF(OR(B47=0,B47=\"\"),\"\",($H$40*F14)/$I$36)","v":-700.63694267515882},null,27.5,"<  30 t.","Comp. P."]
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