chunk_37.json•1.49 kB
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"text": "cutting point by which minimum steel \nreinforcement ratio from code governs \nthen as a guide we can find the area of \nsteel reinforcements for a value of Y \ndistance from top of wall. Third for a \ngiven area of steel reinforcements \ndetermines the point of cutting at what \ndistance from top of wall should a portion \nof steel reinforcements be cut. A general \ncubic equation results, a third degree \nequation. \n \n1430 PRINT “This is a continuation of cantilever \nretaining wall design finding the cutting \n \n\n268 \n \npoints by which minimum steel \nreinforcements from code governs” \n1435 PRINT” With dimensions already \ncomputed input this numerical values \nfollowing program lines” \n \n1440 INPUT”TB,TT,H”:TB,TT,H 23”,16”,26’ \n1450 INPUT”FC:FY”:FC,FY 3,60 IN k.s.i \n1460 INPUT”KA,W1,LF,”:KA,W1,LF 0.294, 115,1.8 \n1470 DT =TT-3.5 12.5” \n1480 DC =DB-DT 7” \n1475 DB =TB-3.5 19.5” \n1490 PN=0.2/FY 0.0033333 \n1500 U =PN*FY*/(1.78*FC) 0.039215 \n1510 V =DC/H 0.2692 \n1520 J = 10.8*FY*PN 2.159784",
"metadata": {
"book_id": 34880,
"title": "BASIC-STRUCTURAL-388457483-Retaining-Wall-Design-Analytical-and-Computer-Methods-By-Ben-David-CE",
"authors": "Ben David",
"project": "basic_structural",
"content_source": "ocr",
"content_length": 39295,
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