chunk_2.json•1.49 kB
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"text": "NEXT J \n390 NEXT I \nREM ***************** Cantilevers characteristic moments \nPRINT \"ENTER CANTILEVER CHARACTERISTIC DEAD MOMENT AT L.H.S.-kN.m\" \nINPUT CantileverLeft(1) \nPRINT \"ENTER CANTILEVER CHARACTERISTIC IMPOSED MOMENT AT L.H.S.-\nkN.m\" \nINPUT CantileverLeft(2) \nPRINT \"ENTER CANTILEVER CHARACTERISTIC DEAD MOMENT AT R.H.S.-kN.m\" \nINPUT CantileverRight(1) \nPRINT \"ENTER CANTILEVER CHARACTERISTIC IMPOSED MOMENT AT R.H.S.-\nkN.m\" \nINPUT CantileverRight(2) \nREM ***************************** Initialising variables \nCL = 0: CR = 0 \nFOR I = 1 TO NumberOfSpan \nMM(I) = 0: SM(I) = 0 \nFOR K = 1 TO 21 \nVE(I, (K + 1) / 2) = 0: MN(I, K) = 10 ^ 10: MP(I, K) = -(10 ^ 10) \nNEXT K \nNEXT I \nREM ************************************* Beam stiffness \nFOR I = 1 TO NumberOfSpan \nK2(I) = MomentArea(I) / Length(I) \nNEXT I \n\nGOSUB 4000: REM ******* Subroutine for slope deflection equations -- L.H.S \nREM No. of load patterns = NP \nNP = NumberOfSpan + 1 \nIF CantileverLeft(1) + CantileverLeft(2) > 0 THEN NP = NP + 1",
"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",
"content_source": "ocr",
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