chunk_6.json•1.48 kB
{
"id": "chunk_6",
"text": "CantileverRight(2); \"kN.m\" \nREM ******************************* Printout of results \nPRINT \"PRINT RESULT IN BEAMOUT.TXT FILE\" \nPRINT #1, : PRINT #1, : PRINT #1, \"SHEAR AND MOMENT ENVELOPES\" \nPRINT #1, \"__________________________\" \nPRINT #1, \"SHEARS,kN AND MOMENTS,kN.m AT 10TH INTERVALS ALONG \nSPANS\" \nFOR I = 1 TO NumberOfSpan \nPRINT #1, : PRINT #1, \"SPAN NO.\"; I \nPRINT #1, \"SECTION SHEAR HOGGING SAGGING\" \nPRINT #1, \" NO. MOMENT MOMENT\" \nFOR K = 1 TO 21 STEP 2 \nPRINT #1, USING \" ## ####.## ####.## ####.##\"; (K + 1) / 2; VE(I, (K + 1) / \n2); MN(I, K); MP(I, K) \nREM \nNEXT K \nPRINT #1, \"MAXIMUM SPAN MOMENT = \"; INT(MM(I) * 100) / 100; \"kN.m\" \nPRINT #1, \"AT A DISTANCE = \"; INT(SM(I) * 100) / 100; \"metres\" \nNEXT I \nCLOSE #1 \n\nEND \nREM *************************************************** \n4000 REM Subroutine for slope deflection equations - L.H.S. \nDVar(1) = 4 * K2(1): E(1) = 2 * K2(1) \nFOR I = 2 TO NumberOfSpan \nDVar(I) = 4 * (K2(I - 1) + K2(I)) \nE(I) = 2 * K2(I) \nNEXT I",
"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": 6,
"line_start": 150,
"line_end": 178,
"has_formulas": false,
"has_tables": false
}
}