《注册构造工程师专业考试答题指导》勘误表第八章 桥梁构造页行原文修改为70017（B）（C）710倒 16（C）428（C）466710倒 11×0.438×…=121.6×0.537×…=149.1710倒 7=121.6+…=161.7=149.1+…=189.2710倒 4×0.75…=12.3×0.684…=11.3710倒 2×161.7+…×12.3…=428.4×189.2+…×11.3…=465.8712110.6260.58471215(0.399+0.336+0.290+0.227)=0.626.(0.371+0.311+0.275+0.211)=0.584712180.43…0.140.358…0.072712200.7660.72471225(0.399+0.336+0.290(0.371+0.311+0.27571226+0.227+0.169+0.110)+0.211+0.169+0.111)71227=0.766=0.724712倒 20.626×1.0=0.6261.0×0.584=0.584712倒 10.78×0.766=0.5970.78×0.724=0.5647131（0.626,0.597）=0.626（0.584,0.564）=0.5847134（C）0.430（C）0.3997138=0.430=0.399713图-220.430…0.3500.399…0.358713倒 12×.0626××.0584×713倒 11=2379=2219713倒 2×.0626××.0584×713倒 1=1784=1664716倒 12（A）995（A）970716倒 2（40－…=320（24－…=256717图-9P=320kNP=1.2×256kN717倒 27+320)=994.1+1.2×256)=970.17208（A）47.97 （A）35.9872011=3.0kN/m=3.0×0.75=2.25kN/m72015qr=3.0 kN/mqr=2.25kN/m72019×3.0)×2.25)72020=47.97kN=35.98kN7267（A）1250（A）79772612τ=117x=77.6372613×117=1202×77.63=7977261420…1256.816…804726151256.8=0.011＞804=0.007＞726160.0010.00272816（C）2210（C）207072820×250××2100×72821408695.654862072822=179.2=2072824250×179.2=22082100×20=2070页行原文修改为712图-19原图删除、改用新图712图-20原图删除、改用新图
