CHAPTER7
j
, PROBLEMj7.1
Determinejthejinternaljforcesj(axialjforce,jshearingjforce,jan
djbendingjmoment)jatjPointjJjofjthejstructurejindicated.
FramejandjloadingjofjProblemj6.76.
SOLUTION
FromjProblemj6.76: Cjxj =j720jlb
Cyj =j140jlb
FBDjofjJC:
Fxj =j0: Fj −j720jlbj =j0
Fj =j+720jlb Fj=j720jlb ◀
Fyj =j0: Vj −140jlbj=j0
Vj =j140jlb Vj=j140.0jlbj ◀
Mj −j(140jlb)(8jin.)j=j0
Mj =j+1120jlbjjin. Mj=j1120jlbjjin.j j ◀
Copyrightj©jMcGraw-HilljEducation.jPermissionjrequiredjforjreproductionjorjdisplay.
, PROBLEMj7.2
Determinejthejinternaljforcesj(axialjforce,jshearingjforce,jandjbendingjm
oment)jatjPointjJjofjthejstructurejindicated.
FramejandjloadingjofjProblemj6.78.
SOLUTION
FromjProblemj6.78: Cj=j30jlb
FBDjofjAE:
Fxj =j0:j j −j Fj +j120jlbj =j0
Fj =j+120jlb Fj=j120.0jlb ◀
Fyj =j0:j j −jVj +j30jlbj=j0
Vj =j30jlb Vj=j30.0jlbj ◀
M J j =j0:j j Mj +j(30jlb)(4jin.)j−j(120jlb)(2jin.)j=j0
Mj =j+120.0jlbjjin.
Mj=j120.0jlbjjin.j j ◀
Copyrightj©jMcGraw-HilljEducation.jPermissionjrequiredjforjreproductionjorjdisplay.
, PROBLEMj7.3
DeterminejthejinternaljforcesjatjPointjJjwhenj=j90°.
SOLUTION
Reactionsj(j=j90)
MAj =j0:j j Bjyj =j0
j13j
Aj=j845jN Aj=j845jN
5j
Fxj =j0:j j (845jN)j +jB =
x
j0
13
Bxj =j −325j N Bjxj =j325j N
FBDjBJ:
Fj =j0: 125jNj−jFj =j0 Fj=j125.0jN 67.4°◀
Fj =j0: Vj −j300jNj=j0 Vj=j300jN 22.6°j◀
Mj =j0: (325jN)(0.480jm)j−jMj =j0
Mj =j+156jNm Mj=j156.0jNm j j ◀
Copyrightj©jMcGraw-HilljEducation.jPermissionjrequiredjforjreproductionjorjdisplay.
j
, PROBLEMj7.1
Determinejthejinternaljforcesj(axialjforce,jshearingjforce,jan
djbendingjmoment)jatjPointjJjofjthejstructurejindicated.
FramejandjloadingjofjProblemj6.76.
SOLUTION
FromjProblemj6.76: Cjxj =j720jlb
Cyj =j140jlb
FBDjofjJC:
Fxj =j0: Fj −j720jlbj =j0
Fj =j+720jlb Fj=j720jlb ◀
Fyj =j0: Vj −140jlbj=j0
Vj =j140jlb Vj=j140.0jlbj ◀
Mj −j(140jlb)(8jin.)j=j0
Mj =j+1120jlbjjin. Mj=j1120jlbjjin.j j ◀
Copyrightj©jMcGraw-HilljEducation.jPermissionjrequiredjforjreproductionjorjdisplay.
, PROBLEMj7.2
Determinejthejinternaljforcesj(axialjforce,jshearingjforce,jandjbendingjm
oment)jatjPointjJjofjthejstructurejindicated.
FramejandjloadingjofjProblemj6.78.
SOLUTION
FromjProblemj6.78: Cj=j30jlb
FBDjofjAE:
Fxj =j0:j j −j Fj +j120jlbj =j0
Fj =j+120jlb Fj=j120.0jlb ◀
Fyj =j0:j j −jVj +j30jlbj=j0
Vj =j30jlb Vj=j30.0jlbj ◀
M J j =j0:j j Mj +j(30jlb)(4jin.)j−j(120jlb)(2jin.)j=j0
Mj =j+120.0jlbjjin.
Mj=j120.0jlbjjin.j j ◀
Copyrightj©jMcGraw-HilljEducation.jPermissionjrequiredjforjreproductionjorjdisplay.
, PROBLEMj7.3
DeterminejthejinternaljforcesjatjPointjJjwhenj=j90°.
SOLUTION
Reactionsj(j=j90)
MAj =j0:j j Bjyj =j0
j13j
Aj=j845jN Aj=j845jN
5j
Fxj =j0:j j (845jN)j +jB =
x
j0
13
Bxj =j −325j N Bjxj =j325j N
FBDjBJ:
Fj =j0: 125jNj−jFj =j0 Fj=j125.0jN 67.4°◀
Fj =j0: Vj −j300jNj=j0 Vj=j300jN 22.6°j◀
Mj =j0: (325jN)(0.480jm)j−jMj =j0
Mj =j+156jNm Mj=j156.0jNm j j ◀
Copyrightj©jMcGraw-HilljEducation.jPermissionjrequiredjforjreproductionjorjdisplay.