chunk_10.json•1.49 kB
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"text": "Z = (K - 1) * L / 20 \n\nIF Z <= A THEN MK = RL * Z: GOTO 8270 IF Z >= A + C THEN MK = RR * (L - Z): \nGOTO 8270 \nZ1 = Z - A: WZ = W * Z1 / C \nMK = RL * Z - WZ * Z1 / 2 \n8270 MS(I, K) = MS(I, K) + MK \nNEXT K \nNEXT J \n8300 NEXT I \nRETURN \nREM *************************************************** \n9000 REM ************** Subroutine to calculate design loads \nFOR I = 1 TO NumberOfSpan \nIF NumberOfLoads(I) = 0 THEN 9290 \nREM **************************** Partial safety factors \nGG = 1: QG = 0 \nIF LP = 1 THEN 9090 \nIF LP = 2 THEN 9120 \nIF LP > 2 AND LP < NumberOfSpan + 2 THEN 9150 \nIF LP > NumberOfSpan + 1 THEN 9190 \n9090 REM ******* Odd numbered spans, maximum sagging moments \nIF I / 2 > INT(I / 2) THEN 9230 \nGOTO 9240 \n9120 REM ****** Even numbered spans, maximum sagging moments \nIF I / 2 = INT(I / 2) THEN 9230 \nGOTO 9240 \n9150 REM *************************** Maximum support moments \nIF I = LP - 2 THEN 9230 \nIF I = LP - 1 THEN 9230 \nGOTO 9240 \n9190 REM **** Maximum shear at end supports with cantilevers",
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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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