?1.266
?.602
?.675
?1.266
4075
6
2
0
3
6
0
6
2
0
3
6
0
3
6
0
7200
4075
273
274
275
276
9
5
0
750
2
5
0
7
0
0
4
0
0
960
7
0
0
4
0
0
960
9
5
0
2
5
0
750
31*60
32*60
5
0
0
5
0
0
5
0
0
2I56
?
?
净
?
6
?/p>
贝雷?
6
5
2I56
?800钢管?
贝雷?
2?0
2?0
2?0
20*90
36*90
10*60
30*60
20*90
14*60
320
360
360
320
273
274
275
276
80
80
?nbsp;?nbsp;?nbsp;?nbsp;?
?nbsp;?nbsp;?nbsp;?nbsp;?
15350
4075=15+22*90+34*60+40
7200=30+35*60+31*90+1050+20*60+30
4075=35+34*60+22*90+20
1
2
0
0
=
2
*
(
3
0
+
2
*
9
0
+
6
0
+
2
*
3
0
+
4
*
6
0
+
6
0
/
2
)
1
2
0
0
=
2
*
(
3
0
+
2
*
9
0
+
6
0
+
2
*
3
0
+
4
*
6
0
+
6
0
/
2
)
规划朱平公路支架布置平面?
n
*
1
2
0
n
*
1
2
0
n
*
1
2
0
35
30
30
35
40
40
A-A断面?
A-A断面?
5
0
0
5
0
0
5
0
0
规划朱平公路支架布置平面?
1
0
7
0
=
2
*
(
9
0
+
1
1
0
+
2
*
4
5
+
1
0
0
+
9
0
+
1
1
0
/
2
)
某公路连续梁满堂支架布置示意?/p>