chunk_11.json•1.46 kB
{
"id": "chunk_11",
"text": "9150 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 \nIF LP = NumberOfSpan + 2 AND I = 1 THEN 9230 \nIF LP = NumberOfSpan + 3 AND I = NumberOfSpan THEN 9230 \nGOTO 9240 \n9230 GG = GK: QG = QK \n9240 REM ************************************** Design loads \nFOR J = 1 TO NumberOfLoads(I) \nIF UCASE$(DeadOrImposedLoad$(I, J)) = \"D\" THEN WD(I, J) = LoadWeight(I, J) \n* GG \n\nIF UCASE$(DeadOrImposedLoad$(I, J)) = \"I\" THEN WD(I, J) = LoadWeight(I, J) \n* QG \nNEXT J \n9290 NEXT I \nREM ************************* Cantilever design moments \nIF CantileverLeft(1) + CantileverLeft(2) = 0 THEN 9370 \nGG = 1: QG = 0 \nREM *********************************** 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",
"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",
"content_length": 11261,
"chunk_index": 11,
"line_start": 274,
"line_end": 299,
"has_formulas": true,
"has_tables": false
}
}