ilm1.dat

桥梁结构分析的程序

 4,   750.    60.  2  1
 2158
$1,   830.    60.  1 25
 4,   950.    60.  2  2
 2247,3570
10,   750.    55.  1050.    55.
11,     0.  -316.  1575.  -316.
10,     0.  -316.     0.  -316.
10,     0.   -40.     0.  -316.
10,     0.   -40.     0.  -316.
10,    79.   -54.     0.   -40.
10,    79.   -54.    79.  -316.
10,   157.   -68.    79.   -54.
10,   157.   -68.   157.  -316.
10,   236.   -81.   157.   -68.
10,   236.   -81.   236.  -316.
10,   315.   -95.   236.   -81.
10,   315.   -95.   315.  -316.
10,   394.  -109.   315.   -95.
10,   394.  -109.   394.  -316.
10,   472.  -123.   394.  -109.
10,   472.  -123.   472.  -316.
10,   551.  -136.   472.  -123.
10,   551.  -136.   551.  -316.
10,   630.  -150.   551.  -136.
10,   630.  -150.   630.  -316.
10,   709.  -164.   630.  -150.
10,   709.  -164.   709.  -316.
10,   787.  -178.   709.  -164.
10,   787.  -178.   787.  -316.
10,   866.  -192.   787.  -178.
10,   866.  -192.   866.  -316.
10,   945.  -205.   866.  -192.
10,   945.  -205.   945.  -316.
10,  1024.  -219.   945.  -205.
10,  1024.  -219.  1024.  -316.
10,  1102.  -233.  1024.  -219.
10,  1102.  -233.  1102.  -316.
10,  1181.  -247.  1102.  -233.
10,  1181.  -247.  1181.  -316.
10,  1260.  -260.  1181.  -247.
10,  1260.  -260.  1260.  -316.
10,  1339.  -274.  1260.  -260.
10,  1339.  -274.  1339.  -316.
10,  1417.  -288.  1339.  -274.
10,  1417.  -288.  1417.  -316.
10,  1496.  -302.  1417.  -288.
10,  1496.  -302.  1496.  -316.
10,  1575.  -316.  1496.  -302.
10,  1575.  -316.  1575.  -316.
$Q-IL ,  1600.  -316.  1 25
10,  1600.  -321.  1740.  -321.
11,     0.  -366.     0.    14.
10,     5.   -56.    -5.   -56.
10,   -10.   -36.    10.   -36.
&1.016,-100.0,-40.6,.0000,15
10,     5.   -96.    -5.   -96.
10,   -10.   -76.    10.   -76.
&0.870,-100.0,-80.6,.0000,15
10,     5.  -136.    -5.  -136.
10,   -10.  -116.    10.  -116.
&0.725,-100.0,-120.6,.0000,15
10,     5.  -176.    -5.  -176.
10,   -10.  -156.    10.  -156.
&0.580,-100.0,-160.6,.0000,15
10,     5.  -216.    -5.  -216.
10,   -10.  -196.    10.  -196.
&0.435,-100.0,-200.6,.0000,15
10,     5.  -256.    -5.  -256.
10,   -10.  -236.    10.  -236.
&0.290,-100.0,-240.6,.0000,15
10,     5.  -276.    -5.  -276.
10,   -10.  -276.    10.  -276.
&0.145,-100.0,-280.6,.0000,15
10,     5.  -336.    -5.  -336.
10,   -10.  -356.    10.  -356.
&-0.145,-115.0,-360.6,.0000,15