2T1 2T12T2
1.151111.058
笼重:
12
55
T钢筋笼重心:
=
15.3m
13.7512.15
+
2T1+2T2=55
T1*
1.15
+
T1*
3T1*13.3+T2*54.4841.5
4182.875+T2*54.4=841.5
554.4*T2=841.5-182.875
67
54.4*T2T2
==
658.625658.625
÷
54.4
8
幅吊临界角度9
T246
=12.11
T2÷sin46=T2*2
T2
2T2
83.3
T2*23.2+T2*31.2=55*15.3
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