chunk_8.json•1.43 kB
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"text": "FOR I = 2 TO NumberOfSpan \nFVar(I) = FRight(I - 1) - FLeft(I) \nNEXT I \nFVar(NumberOfSpan + 1) = FRight(NumberOfSpan) - CR \nRETURN \nREM *************************************************** \n7000 REM *** Subroutine for equation solution and end moment calculation \nD = DVar(1): F = FVar(1) \nFOR I = 2 TO NumberOfSpan + 1 \n\nF = FVar(I) - E(I - 1) * F / D \nD = DVar(I) - E(I - 1) ^ 2 / D \nNEXT I \nR(NumberOfSpan + 1) = F / D \nR(NumberOfSpan) = (FVar(NumberOfSpan + 1) - DVar(NumberOfSpan + 1) * \nR(NumberOfSpan + 1)) / E(NumberOfSpan) \nFOR I = NumberOfSpan TO 2 STEP -1 \nR(I - 1) = (FVar(I) - DVar(I) * R(I) - E(I) * R(I + 1)) / E(I - 1) \nNEXT I \nREM End moments \nFOR I = 1 TO NumberOfSpan \nML(I) = (4 * R(I) + 2 * R(I + 1)) * K2(I) + FLeft(I) \nMR(I) = (2 * R(I) + 4 * R(I + 1)) * K2(I) - FRight(I) \nNEXT I \nRETURN \nREM *************************************************** \n8000 REM *** Subroutine to calculate span shears and moments \nFOR I = 1 TO NumberOfSpan",
"metadata": {
"book_id": 34887,
"title": "BASIC-STRUCTURAL-227171226-Casio-Fx-880p-Continuous-Beam-Analysis-Qbasic-Freebasic-Structural-Analysis-Civil-Engineering",
"authors": "user",
"project": "basic_structural",
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