ΣmA=0, 5YB-3XB-3.5P-
1q·22+M=0 2解得:XA=30KN, YA=90KN XB=-30KN
7.解:取BC为研究对象,Q=q×4=200KN
Σmc(F)=0 -Q×2+RB×4×cos45°=0 RB=141.42KN 取整体为研究对象 ΣmA(F)=0
mA+P2×4+P1×cos60°×4-Q×6+RB×cos45°×8 +RB×sin45°×4=0 (1) ΣX=0, XA-P1×cos60°-RB×cos45°=0 (2) ΣY=0,
-Q+YA-P2-P1×sin60°+RB×cos45°=0 (3) 由(1)式得 MA=-400KN·2 (与设向相反) 由(2)式得 XA=150KN 由(3)式得 YA=236.6KN
8.解:一)取OC Σmo(F)=0
Nsin45°·r-M=0,N=M/(r sin45°) 取AB ΣmA(F)=0
112RL RL/r M=
2412LR/r 二)取OC ΣX=0 Xo-Ncos45°=0,Xo=412LR/r ΣY=0 Yo+Nsin45°=0,Yo=-4RLsin45°-N?2rsin45°=0,N?=取AB ΣX=0 XA+N’cos45°-R=0, XA=(1-
142L/r)R
ΣY=0 YA-N’sin45°=0,YA=
9.解:取AC
142RL/r
ΣX=0 4q1-Xc=0
Σmc=0 -NA·4+q1·4·2=0 ΣY=0 NA-Yc=0 解得Xc=4KN; Yc=2KN;NA=2KN
取BCD ΣmB(F)=0
ND×6-q2×18-X?c×4=0 Xc?=Xc Xc?=Yc ΣX=0 Xc?-XB=0
ΣY=0 ND+Y?c-q2×6+YB=0 ND=52/6=8.7KN XB=X?c=4KN
10.解:取整体为研究对象,L=5m
Q=qL=500KN,sin?=3/5,cos?=4/5,?mA(F)=0 YB·(2+2+1.5)-M-
1Q·5=0 (1) 2?X=0, -XA-XB+Q·sin?=0 (2) ?Y=0, -YA+YB-Q·cos?=0 (3) 取BDC为研究对象
?mc(F)=0 -M+YB·1.5-XB·3=0 (4) 由(1)式得,YB=245.55kN YB代入(3)式得 YA=154.55kN YB代入(4)式得 XB=89.39kN XB代入(2)式得 XA=210.61kN
11.解:对ACD
?mc(F)=0 T·R-T(R+CD)-YA·AC=0 ∵AC=CD T=Q YA=-Q=-100(N) 对整体
?mB(F)=0 XA·AB-Q·(AC+CD+R)=0
XA=230N
?X=0 XB=230N
?Y=0 YA+YB-Q=0 YB=200N
12.解:取CBA为研究对象,
?mA(F)=0
-S·cos45°·2R-S·sin45°·R+2RQ+2R2q=0 ∴S=122.57kN
?X=0 -S·cos45°+XA=0 ∴XA=2(Q+Rq)/3=88.76kN
?Y=0 YA-Q-2Rq+S·cos45°=0 YA=(Q+4Rq)/3=163.33kN
13.解:一)整体
?X=0 XA-qa-Pcos45°=0 XA=2qa(N) ?Y=0 YA-Psin45°=0 YA=qa(N) ?mA(F)=0 MA-M+qa· MA=-
1a+P·asin45°=0 212
qa(N·m) 2 二)DCE
?mc(F)=0 SDBsin45°a+qa· SDB=1qa(N)
214.解:取AB杆为研究对象
?mA(F)=0 NB·2L·cos45°-Q·Lcos45°=0 NB= 取整体为研究对象 ?mE(F)=0
-Xc·L+P·2L+Q(3L-L·cos45°) -NB(3L-2L·cos45°)=0
Xc=2P+3Q-Q·cos45°-3NB+2NB·cos45°=2P+ ?mD(F)=0
-Yc·L+PL+Q(2L-L·cos45°) -NB(2L-2L·cos45°)=0
Yc=P+2Q-Q·cos45°-Q+Q·cos45°=P+Q 15.解:取OA,
?mo=0
XA=1000N 取AB杆,F=200
?X=0 S·sin30°+200-1000=0 S=1600N 取O1D杆 ?mO1=0
O1D·S·cos30°-M2=0 M2=207.85(N·m)
16.解:一)取CE ?m(=0 M+Yc·2=0, EF)
-0.2XA+M1=0
1a-pcos45°·a =0 21Q 21·3Q 2Yc=-1kN-
?Y=0 YE+YC=0,YE=1Kn ?X=XE=0
二)取ABDE ?mA(F)=0
YB·4-Q·4-YE·6-P·4=0,YB=6.5kN 三)取BDE ?mD(F)=0
YB·2+XB·4-Q·2-Y?E·4=0,XB=-0.75kN
17.解:取整体为研究对象,
?mA(F)=0
-M+YB×0.4·cos45°×2=0 (1) ∴ YB=500/2N
?Y=0 YA+YB=0 (2) YA=-YB=-500/2N
?X=0 XA+XB=0 (3) XA=-XB ∴XA= -500/2N 取DH杆为研究对象,
?mI (F)=0 -M+NE×0.2=0 NE=1000N 取BC杆为研究对象, ?mc(F)=0
YB·0.4·cos45°+XB·0.4·cos45°-NE·0.2=0 XB=2502N
?X=0 XC+XB-NE·cos45°=0 XC=2502N
?Y=0 YC+YB-NE·sin45°=0
18.解:对整体?mB=0,L·XA-P(3L+r)=0
XA=P(3+r/L) ?Y=0,YA=P
?X=0,NB=XA= P(3+r/L) 对AC ?mc=0,
-(SAB+YA)·2L-T’(L+r)+XA·L=0,SAB=0
19.解:取整体?mA(F)=0
ND·AD-M-P(4+2+1)L=0,ND=18 ?X=0,XA+NDsinα=0
?Y=0,YA+NDcosα=0 tgβ=3/2,tgα=3/4 取DE ?mc(F)=0
SBD·cosβ·3L+ND sinα·3L-PL-M=0, SBD=-1.44N
20.解:取整体?mA=(F)=0,
XEL2-Q(3L1+R)=0,XE=250N ?X=0,XA=XE=250N ?Y=0,YA=Q=100N 取ECGD ?mD=(F)=0,
XEL2-TR-SAC·4/5·2L1=0,SAC=189.5N ?X=0,XD+Q-XE+SAC·3/5=0,XD=37.5N ?Y=0,YD=-SAC·4/5=-150N

