chunk_12.json•1.49 kB
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"text": "REM *********************************** Left cantilever \nIF LP = 2 THEN GG = GK: QG = QK \nIF LP = NumberOfSpan + 2 THEN GG = GK: QG = QK \nCL = CantileverLeft(1) * GG + CantileverLeft(2) * QG \n9370 REM ********************************** Right cantilever \nIF CantileverRight(1) + CantileverRight(2) = 0 THEN 9440 \nGG = 1: QG = 0 \nIF LP = 1 AND NumberOfSpan / 2 = INT(NumberOfSpan / 2) THEN GG = GK: \nQG = QK \nIF LP = 2 AND NumberOfSpan / 2 > INT(NumberOfSpan / 2) THEN GG = GK: \nQG = QK \nIF LP = NumberOfSpan + 3 THEN GG = GK: QG = QK \nCR = CantileverRight(1) * GG + CantileverRight(2) * QG \n9440 RETURN \nREM *************************************************** \n10000 REM *** Subroutine to sort for shear force and bending moment \nenvelopes \nREM *********************************** Shear envelope \nFOR I = 1 TO NumberOfSpan \nFOR K = 1 TO 11 \nIF ABS(VE(I, K)) < ABS(VS(I, K)) THEN VE(I, K) = VS(I, K) \nNEXT K \nNEXT I \nREM ************************** Bending moment envelope \nFOR I = 1 TO NumberOfSpan \nFOR K = 1 TO 21",
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"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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