chunk_665.json•1.41 kB
{
"id": "chunk_665",
"text": "U1=X-A1(I,Jl) \n2900 U2- Q1(l,J1)'U1 \n2910 U31 =(Q2(l.J1)-Q1(I,JI))'U1'U1/2/ A2(l,Jl) \n2920 VJ=-U2-U31+VA \n2930 MJ=-U2\"U1/2-U31\"Ul/3+VA\"X \n2940 FJ- -U2'UJA3/24-U31'U1A3/60+VA'XA3/6+UO'X \n2950 GOTO 3020 \n2960 \nU1=X-L(!) \n2970 VJ=VB \n2980 MJ=VB'U1 \n2990 U2=-(3'Q I (l.J 1 )+Q2(l.JI ))' A2(!,J1 )A3/24+ V A/2'(A 1 (l.J1)+ A2(1,J 1))A2+UO \n3000 U31=U2-VB'C'C/2 \n3010 FJ=VB'U1A3/6+U31'UI \n3020 V=V+KPT(I,JI)'VJ:V1=V1 \n+VJ \n3030 M=M+KPT(I,J1)'MJ:M1 =Ml +MJ \n3040 F=F+KPT(I,Jl)'FJ:F1-FI +FJ \n3050RETURN \n3060 \nREM-----------------\n3070 REM Description des caracteristiques Meccmiques des Profiles Normalises \n3080 REM Type, Ep.Ame (rom), Hauteur (rom), Section <=2>. Inertie <=4), Iy <=4),Mt Statiq.C=3> \n3090 \nM=M+KPC(!,JI)'MJ:M1=M1 +MJ \n3100 F=F+KPC(l.J1)'FJ:F1 =F1 +FJ \n3!10 REM Vous Pouvez Creer votre Propre Lisle de Profiles \n3120 DATA IPN80,3.9,80,7.58,77.8,6.29, 11.4,3.31 \n3130 DATA IPN100,4.5, 100,10.6, 171,12.2,19.9,4.72 \n684 \n0 \nDA\nTA IPN120 5.1, 120, 14.2,328,21.5.31.8.6.45 \n314 ' 8 2 \n150",
"metadata": {
"book_id": 34848,
"title": "BASIC-STRUCTURAL-Henry-Thonier-Tome-2",
"authors": "Unknown",
"project": "basic_structural",
"content_source": "ocr",
"content_length": 756676,
"chunk_index": 665,
"line_start": 23526,
"line_end": 23560,
"has_formulas": false,
"has_tables": false
}
}