一级注册结构工程师专业部分下午试题真题说课材料.doc

“20081 ”“? (A)” (B)” (C)” (D)”2(TC13)bh=100mm200mm514mm”2-16”50(kN)? (A)115 (B)125 (C)160 (D)1753”2-17hc=30mm=30”(TC13)140mm140mm”50(kN)”? (A)28 (B)37 (C)49 (D)60 47”“900mm900mm“11.2m11.6m2-18”1.4mC30(ft=1.43N/mm2) h0=1.35m 4”2-18Z1”Fk=9000kNMk=150kNm135kPa()c1=c2=2.25mCAB=1.13mIs=11.17m4s=0.4Z1h0/2”max(kPa)? (A)600 (B)810 (C)1010 (D)11105Z1”c(kPa)? (A)950 (B)1000 (C)1330 (D)15206”40000kN135kPa()“h0/2”max(kpa)? “ (A)191 (B)258 (C)580 (D)7847“”c(kpa)? (A)760 (B)800 (C)950 (D)1000 812“27m84m”6.8m40m“2-19 8g130kPa18kN/m31”gea(kPa)? (A)13 (B)16 (C)21 (D)309”“”1sg(mm)? (A)40 (B)58 (C)72 (D)8510f015kPa“cu12A”z=12kPaA“Ut50%A“ft(kPa)? JGJ79-2002” (A)15.0 (B)16.3 (C)17.6 (D)21.011(q1=30kPa)“”10m2mm10%Ep150MPaEsp(MPa)? (A)15.0 (B)16.6 (C)17.7 (D)18.212600mm90d“fcu=1500kPa=0.3=0.5Ra(kN)? (A)127 (B)153 (C)235 (D)2581315“”8.4m8.4m600mm600mm1m2-20 13”-500kN(“)”MxkMvk100kNm”Ntmax(kN)? (A)125 (B)167 (C)208 (D)27014”Ntmax170kN”150mm”HRB33532mm”M30“0.42MPa”l(m)”? (A)1.0 (B)1.1 (C)1.2 (D)1.3156”420kN530kN480kN479kN588kN503kN”Rt(kN)? (A)250 (B)420 (C)500 (D)”16 ? (A)8”“ (B)“ (C)“Hg20m0.008 (D)”4”15%17 2-21240m/s”? (A) (B) (C) (D) 18-20”“45.9m73“18W1”Mw=2900kN•mVw=724kNW1”? (A)M=2900kNmV=1160kN (B)M=4350kNmV=1160kN (C)M=2900kNmV=1050kN (D)M=3650kNmV=1050kN19”C1”NEK=1100kN”NGE=1950kN”“”(kN)”? (A)N=3770 (B)N=4485 (C)N=4935 (D)N=5660204”W2180mm”Ln=6000mm”“W2”xmax=0.97MPaW2”0.2Ln=1200mm()Ash”“? HPB235()fv=210N/mm2 HRB335()fv=300N/mm2 (A)8200(As=604mm2/1200mm) (B)10200(As=942mm2/1200mm) (C)10150(As=1256mm2/1200mm) (D)12200(As=1357mm2/1200mm)21”“70.15gTg=0.35s“T=1.82s1=0.02132=1.078“? (A)0.0197 (B)0.0201 (C)0.0295 (D)0.0302227”“”/kN”x45004000y48004200 ”(kN)”? (A)5365 (B)5410 (C)6100 (D)6150 2325”“50.1m2136.0m4.5m3.6m“80.2g”“50%C4023”2“JGJ3-2002”? (A)0.95 (B)1.00 (C)1.05 (D)1.10245500mm500mm”HBB335()”(1800mm2)”“JGJ3-2002? (A)416+418(As=1822mm2) (B)818(As=2036mm2) (C)420+418(As=2275mm2) (D)820(As=2513mm2)25700mm700mm400mm600mm”HRB335()”HPB235()()“JGJ3-2002? “6.3.416.3.22 18 (A)As=5680mm2(p=2.70%)As=4826mm2(p=2.30%)10100 (B)As=3695mm2(P=1.76%)As=1017mm2(p=0.48%)8100 (C)As=5180mm2(p=2.47%)As=3079mm2(p= 1.47%)8100 (D)As=5180mm2(p=2.47%)As=3927mm2(p= 1.87%)101002612“82-22”6000kN4P1P41BP1“2-2“”“”“()? (A)P1P2P3 (B)P1P2RP1 (C)P1P3BP1 (D)P1P4RP1 2726“”“(mm)2-23“”e? (A)3.67 (B)2.30 (C)1.97 (D)1.84 2829“91m4.6m8C5028W13800mmbw=450mm2-24“JGJ3-2002W1hw(mm)As(mm2)”? (A)10003732 (B)10005597 (C)12004194 (D)1200685729C1800mm800mm2-25”0.65“JGJ3-2002C1(mm2)”