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材料力學一第五版.孫訓方一課后習題答案
第二章軸向拉伸和壓縮
HYPERLINK"/lixuesun/caili/ch21.htm"\1"2T#2-1"2-1HYPERLINK
〃cos,cumt.edu/lixuesun/caili/ch21.htm〃\1
〃2-2#2-2〃2-2HYPERLINK
“/lixuesun/caili/ch21.htm"\1"2-3#2-3”2-3HYPERLINK
“/lixuesun/caili/ch21.htm"\1〃2-4#2-4〃2-4HYPERLINK
〃cos,cumt.edu/1ixuesun/cai1i/ch21.htm〃\1
〃2-5#2-5〃2-5HYPERLINK
〃/lixuesu
n/caili/ch21.htm〃\1〃2-6#2-6〃2-6HYPERLINK
〃/lixuesu
n/caili/ch21.htm〃\1〃2-7#2-7〃2-7HYPERLINK
〃/lixuesu
n/caili/ch21.htm/z\1〃2-8#2-8〃2-8HYPERLINK
"cos.cumt.edu/lixuesun/caili/ch21.htm,z\1〃2-9#2-9〃2-9HYPERLINK
〃cos.cumt.edu/1ixuesun/cai1i/ch22.htm〃下頁
2-1試求圖示各桿IT和2-2橫截面上的軸力,并作軸力圖。
(a)解:INCLUDEPICTURE"/lixuesun/caili/ch21/image002.gif"\*
MERGEFORMATINET;INCLUDEPICTURE
;(b)解:INCLUDEPICTURE"/lixuesun/caili/ch21/image004.gif”
INET
;INCLUDEPICTUREzzcos.cumt.edu/1ixuesun/caili/ch21/image006.gifz,\*
MERGEFORMATINET
〃cos.cumt.edu/1ixuesun/cai1i/ch21/image008.gif"INET
(b)解:INCLUDEPICTURE"/lixuesun/caili/ch21/image006.gif"\*
MERGEFORMATINET;INCLUDEPICTURE
;^cos.cumt.edu/lixuesun/caili/ch21/image008.gifz,\*MERGEFORMATINET
hiiilllllll
I腳慢!I
(c)解:INCLUDEPICTURE
“cos.cumt.edu/1ixuesun/cai1i/ch21/image014.gif"INET
INCLUDEPICTURE
〃cos.cumt.edu/1ixuesun/cai1i/ch2l/image016.gif〃\*
MERGEFORMATINET
o(d)解:
INCLUDEPICTURE"cos.cumt.edu/1ixuesun/caili/ch21/image018.gif"\*
MERGEFORMATINET
(d)解:
INCLUDEPICTURE"cos.cumt.edu/1ixuesun/cai1i/ch21/image018.gif〃\*
MERGEFORMATINET
HYPERLINK
/zcos.cumt.edu/lixuesun/caili/ch21.htm/z\1返回
2-2試求圖示等直桿橫截面IT,2-2和3-3上的軸力,并作軸力圖。若橫截面面積
INCLUDEPICTURE
,試求各橫截“cos.cumt.edu/1ixuesun/caili/ch21/image026.gif〃\*
MERGEFORMATINET
面上的應力。
解:INCLUDEPICTURE?/cos.cumt.edu/lixuesun/caili/ch21/image028.gifz,\*
MERGEFORMATINET
INCLUDEPICTURE〃cos.cumt.edu/1ixuesun/cai1i/ch21/image030.gif"\*
MERGEFORMATINET
INCLUDEPICTURE
INCLUDEPICTURE〃cos.cumt.edu/1ixuesun/caili/ch21/image032.gif"\*
MERGEFORMATINET〃cos.cumt.edu/1ixuesun/caili/ch21/image034.gif〃\*
MERGEFORMATINET
INCLUDEPICTURE〃cos.cumt.edu/1ixuesun/cai1i/ch21/image036.gif"\*
MERGEFORMATINET
INCLUDEPICTURE"cos.cumt.edu/lixuesun/caili/ch21/image038.gif"\*
MERGEFORMATINET
INCLUDEPICTURE〃cos.cumt.edu/lixuesun/caili/ch21/image040.gif"\*
MERGEFORMATINETHYPERLINK
〃cos.cumt.edu/lix
uesun/caili/ch21.htm,/\1"title#title〃返回
2-3試求圖示階梯狀直桿橫截面IT,2-2和3-3上的軸力,
并作軸力圖。若橫截面面積INCLUDEPICTURE
,INCLUDEPICTURE,zcos.cumt.edu/1ixuesun/caili/ch21/image042.gifzz\*
MERGEFORMATINET
,INCLUDEPICTURE^cos.cumt.edu/1ixuesun/caili/ch21/image044.gifz/\*
MERGEFORMATINET
,并求各橫截面“cos.cumt.edu/1ixuesun/caili/ch21/image046.gif"\*
MERGEFORMATINET
上的應力。
解:INCLUDEPICTURE,zcos.cumt.edu/lixuesun/caili/ch21/image050.gif,z\*
MERGEFORMATINET
INCLUDEPICTURE"cos.cumt.edu/1ixuesun/caili/ch21/image052.gif"\*
MERGEFORMATINET
INCLUDEPICTURE〃cos.cumt.edu/1ixuesun/caili/ch21/image054.gif〃\*
MERGEFORMATINETINCLUDEPICTURE"cos.cumt.edu/1ixuesun/cai1i/ch21/image056.gif"
INETINCLUDEPICTURE
“cos.cumt.edu/1ixuesun/caili/ch21/image058.gif"\*MERGEFORMATINET
INCLUDEPICTURE"cos.cumt.edu/1ixuesun/cai1i/ch21/image060.gif"\*
MERGEFORMATINET
HYPERLINK"/lixuesun/caili/ch21.htnT\1z,title#titlez,返回
2-4圖示一-混合屋架結構的計算簡圖。屋架的上弦用鋼筋混凝土制成。下面的拉桿和中
間豎向撐桿用角鋼構成,其截面均為兩個75nlmX8mm的等邊角鋼。已知屋面承受集度為
INCLUDEPICTURE〃cos.cumt.edu/1ixuesun/cai1i/ch21/image064.gif"\*
MERGEFORMATINET的豎直均布荷
載。試求拉桿AE和EG橫截面上的應力。
解:INCLUDEPICTURE"/lixuesun/caili/ch21/image066.gif"\*
MERGEFORMATINET
二INCLUDEPICTUREz,cos.cumt.edu/1ixuesun/caiH/ch21/image068.gifz,\*
MERGEFORMATINET
〃/1ixuesun/cai1i/ch21/image070.gif"INET
1)求內力
INCLUDEPICTURE取1-1分離體INCLUDE?ICTURE
〃cos.cumt.edu/lixuesun/caili/ch21/image074.gif"INET
INCLUDEPICTURE"cos.cumt.edu/1ixuesun/cai1i/ch2l/image076.gif"\*
MERGEFORMATINET得INCLUDEPICTURE
z,cos.cumt.edu/lixuesun/caili/ch21/image078.gifz,INET(拉)取節
點E為分離體
INCLUDEPICTURE〃cos.cumt.edu/1ixuesun/caili/ch21/image080.gif"\*
MERGEFORMATINET"cos.cumt.edu/1ixuesun/cai1i/ch21/image082.gif"\*
MERGEFORMATINET,INCLUDEPICTURE
INCLUDEPICTURE〃cos.cumt.edu/1ixuesun/caili/ch21/image084.gif"\*
MERGEFORMATINET
INCLUDEPICTURE〃cos.cumt.edu/1ixuesun/cai1i/ch2l/image086.gif〃\*
MERGEFORMATINET故INCLUDEPICTURE
z,cos.cumt.edu/lixuesun/caili/ch21/image088.gif?,INET(拉)2)
求應力
75X8等邊角鋼的面積A=11.5cm2
INCLUDEPICTURE"cos.cumt.edu/1ixuesun/cai1i/ch2l/image090.gif〃\*
MERGEFORMATINET(拉)
(拉)
||||||
INCLUDEPICTURE〃cos.cumt.edu/lixuesun/caili/ch21/image092.gif"\*
MERGEFORMATINETHYPERLINK"cos.cumt.edu/lixuesun/caili/ch21.htm"\1
返回
2-5(2-6)圖示拉桿承受軸向拉力INCLUDEPICTURE
^cos.cumt.edu/lixuesun/caili/ch21/image094.gifz,\*MERGEFORMATINET,桿的橫截
面面積INCLUDEPICTURE"/lixuesun/caili/ch21/image096.gif"\*
MERGEFORMATINET。如以INCLUDEPICTURE
z/cos.cumt.edu/lixuesun/caili/ch21/image098.gif?,\*MERGEFORMATINET表示斜截面
與橫截
面的夾角,試求當INCLUDEPICTURE
〃cos.cumt.edu/1ixuesun/cai1i/ch21/image100.gif"\*MERGEFORMATINET
INCLUDEPICTURE
,30INCLUDEPICTURE"/lixuesun/caili/ch21/imagel02.gif"\*
MERGEFORMATINET
,45INCLUDEPICTURE"/lixuesun/caili/ch21/imagel04.gif"\*
MERGEFORMATINET
,60INCLUDEPICTURE"/lixuesun/caili/ch21/imagcl05.gif"\*
MERGEFORMATINET
,90INCLUDEPICTUREcos.cumt.edu/1ixuesun/caili/ch21/imagel06.gif〃\*
MERGEFORMATINET
z/cos.cumt.edu/lixuesun/caili/ch21/imagel07.gifzzINET時各斜截
面上的正應力和切應力,并
用圖表示其方向。
解:
INCLUDEPICTURE"cos.cumt.edu/1ixuesun/caili/ch21/imagelll.gif"\*
MERGEFORMATINET
INCLUDEPICTURE"cos.cumt.edu/1ixuesun/cai1i/ch21/image113.gif"\*
MERGEFORMATINETINCLUDEPICTURE
〃cos?cumt.edu/1ixuesun/caili/ch21/imagel09.gif"\*
MERGEFORMATINETINCLUDEPICTURE
“cos.cumt.edu/1ixuesun/caili/ch21/imagel17.gif"\*MERGEFORMATINET
INCLUDEPICTUREINCLUDEPICTURE
z,cos.cumt.edu/1ixuesun/cai1i/ch21/image119.gif〃\*MERGEFORMATINET
〃cos.cumt.edu/1ixuesun/cai1i/ch21/imagel15.gif"\*
MERGEFORMATINETINCLUDEPICTURE
z,cos.cumt.edu/1ixuesun/cai1i/ch21/image123.gif〃\*MERGEFORMATINET
INCLUDEPICTUREINCLUDEPICTURE
“cos.cumt.edu/1ixuesun/cai11/ch21/image125.gif〃\*MERGEFORMATINET
“cos.cumt.edu/1ixuesun/cai1i/ch21/imagel21.gif〃\*
MERGEFORMATINETINCLUDEPICTURE
z,cos.cumt.edu/1ixuesun/cai1i/ch21/image129.gif"\*MERGEFORMATINET
INCLUDEPICTUREINCLUDEPICTURE
〃cos.cumt.edu/1ixuesun/cai1i/ch21/image131.gifz,\*MERGEFORMATINET
〃cos.cumt.edu/1ixuesun/cai1i/ch21/image127.gif〃\*
MERGEFORMATINETINCLUDEPICTURE
“cos.cumt.edu/1ixuesun/cai1i/ch21/image135.gif"\*MERGEFORMATINET
INCLUDEPICTUREINCLUDEPICTURE
〃cos.cumt.edu/1ixuesun/caili/ch21/imagel37.gifz,\*MERGEFORMATINET
〃cos.cumt.edu/1ixuesun/caili/ch21/image133.gif,\*
MERGEFORMATINETINCLUDEPICTURE
〃cos.cumt.edu/1ixuesun/cai1i/ch21/image141.gif〃\*MERGEFORMATINET
INCLUDEPICTUREINCLUDEPICTURE
“cos.cumt.edu/1ixuesun/caili/ch21/image143.gif"\*MERGEFORMATINET
〃cos.cumt.edu/1ixuesun/caiIi/ch21/imagel39.gif,\*
MERGEFORMATINETHYPERLINK"cos.cumt.edu/lixuesun/caili/ch21.htm,/\1
“title枇itle〃返回
INCLUDEPICTURE
〃cos./1ixuesun/cai1i/ch21/image109.gif"INET
INCLUDEPICTURE〃cos?cumt.edu/1ixuesun/cai1i/ch21/image117.gif〃\*
MERGEFORMATINET
INCLUDEPICTUREINCLUDEPICTURE
“cos.cumt.edu/1ixuesun/caili/ch21/image119.gif"\*MERGEFORMATINET
〃cos.cumt.edu/1ixuesun/cai1i/ch21/imagel15.gif〃INET
INCLUDEPICTURE"cos.cumt.edu/1ixuesun/cai1i/ch21/image123.gif"\*
MERGEFORMATINET
INCLUDEPICTUREINCLUDEPICTURE
“cos.cumt.edu/1ixuesun/caili/ch21/image125.gif"\*MERGEFORMATINET
“/1ixuesun/cai1i/ch21/image121.gif〃INET
INCLUDEPICTURE"cos.cumt.edu/1ixuesun/caili/ch21/image129.gif"\*
MERGEFORMATINET
INCLUDEPICTUREINCLUDEPICTURE
"cos.cumt.edu/1ixuesun/cai1i/ch21/image131.gif〃\*MERGEFORMATINET
〃cos.cumt.edu/1ixuesun/cai1i/ch21/image127.gif〃INET
INCLUDEPICTURE"cos.cumt.edu/1ixuesun/caiIi/ch21/imagel35.gif"\*
MERGEFORMATINET
INCLUDEPICTUREINCLUDEPICTURE
〃cos.cumt.edu/1ixuesun/cai1i/ch21/imagel37.gif"\*MERGEFORMATINET
〃/1ixuesun/caili/ch21/image133.gif"INET
INCLUDEPICTURE"cos.cumt.edu/1ixuesun/cai1i/ch21/image141.gif"\*
MERGEFORMATINET
INCLUDEPICTUREINCLUDEPICTURE
〃cos.cumt.edu/1ixuesun/cai1i/ch21/image143.gif"\*MERGEFORMATINET
〃cos?cumt.edu/1ixuesun/cai1i/ch21/image139.gif〃INETHYPERLINK
z,cos.cumt.edu/lixuesun/caili/ch21.htm,/\1z,title#title,z返回
INCLUDEPICTURE〃cos.cumt.edu/1ixuesun/caili/ch21/image117.gif〃\*
MERGEFORMATINET
INCLUDEPICTUREINCLUDEPICTURE
“cos.cumt.edu/1ixuesun/cai1i/ch21/image119.gif"\*MERGEFORMATINET
“cos.cumt.edu/1ixuesun/cai1i/ch21/imagel15.gif"INET
INCLUDEPICTURE"cos.cumt.edu/1ixuesun/caili/ch21/image123.gif〃\*
MERGEFORMATINET
INCLUDEPICTUREINCLUDEPICTURE
“cos.cumt.edu/1ixuesun/caili/ch21/image125.gif〃\*MERGEFORMATINET
〃cos.cumt.edu/1ixuesun/caili/ch21/image121.gif"INET
INCLUDEPICTURE"cos.cumt.edu/1ixuesun/cai1i/ch21/image129.gif"\*
MERGEFORMATINET
INCLUDEPICTUREINCLUDEPICTURE
“cos.cumt.edu/1ixuesun/cai1i/ch21/image131.gif"\*MERGEFORMATINET
“/1ixuesun/cai1i/ch21/imagel27.gif"INET
INCLUDEPICTURE"cos.cumt.edu/1ixuesun/cai1i/ch21/image135.gif"\*
MERGEFORMATINET
INCLUDEPICTUREINCLUDEPICTURE
“cos.cumt.edu/1ixuesun/cai1i/ch21/image137.gif"INET
〃cos.cumt.edu/1ixuesun/cai1i/ch21/imagel33.gif"INET
INCLUDEPICTURE"cos.cumt.edu/1ixuesun/caili/ch21/image141.gif"\*
MERGEFORMATINET
INCLUDEPICTUREINCLUDEPICTURE
“cos.cumt.edu/1ixuesun/caili/ch21/imagel43.gif〃\*MERGEFORMATINET
〃cos.cumt.edu/1ixuesun/caiIi/ch21/imagel39.gif'INETHYPERLINK
/zcos.cumt.edu/lixuesun/caili/ch21.htmz,\1返回
INCLUDEPICTURE"cos.cumt.edu/1ixuesun/cai1i/ch21/imagel17.gif"\*
MERGEFORMATINET
INCLUDEPICTURE"cos.cumt.edu/1ixuesun/caili/ch21/image119.gif"\*
MERGEFORMATINETINCLUDEPICTURE
〃cos.cumt.edu/1ixuesun/cai1i/ch21/imagel15.gif"INET
INCLUDEPICTURE"cos.cumt.edu/1ixuesun/caili/ch21/image123.gif"\*
MERGEFORMATINET
INCLUDEPICTUREINCLUDEPICTURE
“cos.cumt.edu/1ixuesun/cai1i/ch21/image125.gif"\*MERGEFORMATINET
“cos.cumt.edu/1ixuesun/cai1i/ch21/imagel21.gif"INET
INCLUDEPICTURE"cos.cumt.edu/1ixuesun/caili/ch21/image129.gif〃\*
MERGEFORMATINET
INCLUDEPICTUREINCLUDEPICTURE
“cos.cumt.edu/1ixuesun/cai1i/ch21/image131.gif\*MERGEFORMATINET
〃cos.cumt.edu/1ixuesun/caili/ch21/image127.gif"INET
INCLUDEPICTURE〃cos?cumt.edu/1ixuesun/cai1i/ch21/image135.gif〃\*
MERGEFORMATINET
INCLUDEPICTUREINCLUDEPICTURE
“cos.cumt.edu/1ixuesun/caili/ch21/image137.gif"\*MERGEFORMATINET
“cos.cumt.edu/1ixuesun/cai1i/ch21/imagel33.gif"INET
INCLUDEPICTURE"cos.cumt.edu/1ixuesun/cai1i/ch21/image141.gif"\*
MERGEFORMATINET
INCLUDEPICTUREINCLUDEPICTURE
“cos.cumt.edu/1ixuesun/cai1i/ch21/image143.gif"INET
〃cos.cumt.edu/1ixuesun/cai1i/ch21/imagel39.gif"INETHYPERLINK
'/cos.cumt.edu/lixuesun/caili/ch21.htmz/\1z,title#title,"返回
INCLUDEPICTURE
“/1ixuesun/caili/ch21/imagel15.gif〃INET
INCLUDEPICTURE"cos.cumt.edu/1ixuesun/caili/ch21/image123.gif"\*
MERGEFORMATINET
INCLUDEPICTUREINCLUDEPICTURE
“cos.cumt.edu/1ixuesun/cai1i/ch21/image125.gif"\*MERGEFORMATINET
“cos.cumt.edu/1ixuesun/caili/ch21/imagel21.gif"INET
INCLUDEPICTURE〃cos.cumt.edu/1ixuesun/caili/ch21/image129.gif"\*
MERGEFORMATINET
INCLUDEPICTUREINCLUDEPICTURE
〃cos.cumt.edu/1ixuesun/cai1i/ch21/image131.gif〃\*MERGEFORMATINET
“cos.cumt.edu/1ixuesun/cai1i/ch21/imagel27.gif"INET
INCLUDEPICTURE"cos.cumt.edu/1ixuesun/caili/ch21/image135.gif"\*
MERGEFORMATINET
INCLUDEPICTUREINCLUDEPICTURE
z,cos.cumt.edu/1ixuesun/cai1i/ch21/image137.gif"INET
〃cos./1ixuesun/cai1i/ch21/imagel33.gif"INET
INCLUDEPICTURE"cos.cumt.edu/1ixuesun/caili/ch21/image141.gif"\*
MERGEFORMATINET
INCLUDEPICTUREINCLUDEPICTURE
“cos.cumt.edu/1ixuesun/cai1i/ch21/imagel43.gif〃\*MERGEFORMATINET
"cos.cumt.edu/1ixuesun/caiIi/ch21/imagel39.gif'INETHYPERLINK
zzcos.cumt.edu/lixuesun/caili/ch21.htmz,\1z,title#title,z返回
INCLUDEPICTURE"cos.cumt.edu/1ixuesun/caili/ch21/image123.gif"\*
MERGEFORMATINETINCLUDEPICTURE
INCLUDEPICTURE"cos.cumt.edu/1ixuesun/caili/ch21/image125.gif"\*
MERGEFORMATINET
〃cos.cumt.edu/1ixuesun/caili/ch21/image121.gif〃INET
INCLUDEPICTURE〃cos.cumt.edu/1ixuesun/cai1i/ch21/image129.gif"\*
MERGEFORMATINET
INCLUDEPICTUREINCLUDEPICTURE
“cos.cumt.edu/1ixuesun/cai1i/ch21/image131.gif"\*MERGEFORMATINET
〃cos./1ixuesun/cai1i/ch21/imagel27.gif"INET
INCLUDEPICTURE〃cos.cumt.edu/1ixuesun/cai1i/ch21/image135.gif"\*
MERGEFORMATINET
INCLUDEPICTUREINCLUDEPICTURE
“cos.cumt.edu/1ixuesun/cai1i/ch21/image137.gif"\*MERGEFORMATINET
“cos.cumt.edu/1ixuesun/cai1i/ch21/imagel33.gif"INET
INCLUDEPICTURE"cos.cumt.edu/1ixuesun/caiIi/ch21/imagel41.gif"\*
MERGEFORMATINET
INCLUDEPICTUREINCLUDEPICTURE
“cos.cumt.edu/1ixuesun/cai1i/ch21/image143.gif〃\*MERGEFORMATINET
"cos.cumt.edu/lixuesun/caili/ch21/imagel39.gif"INETHYPERLINK
“/lixuesun/caili/ch21.htnT\1,ztitle#titlez,返回
INCLUDEPICTURE〃cos.cumt.edu/lixuesun/caili/ch21/imagel23.gif"\*
MERGEFORMATINETINCLUDEPICTURE
INCLUDEPICTURE"cos.cumt.edu/lixuesun/caili/ch21/imagel25.gif"\*
MERGEFORMATINET
〃cos./lixuesun/caili/ch21/imagel21.gif"INET
INCLUDEPICTURE〃cos.cumt.edu/lixuesun/caili/ch21/imagel29.gif〃\*
MERGEFORMATINET
INCLUDEPICTUREINCLUDEPICTURE
“cos.cumt.edu/lixuesun/caili/ch21/imagel31.gif"INET
〃cos.cumt.edu/1ixuesun/cai1i/ch21/imagel27.gif"INET
INCLUDEPICTURE"cos.cumt.edu/1ixuesun/caili/ch21/image135.gif"\*
MERGEFORMATINET
INCLUDEPICTUREINCLUDEPICTURE
“cos.cumt.edu/1ixuesun/caili/ch21/imagel37.gif"\*MERGEFORMATINET
〃cos.cumt.edu/lixuesun/cai1i/ch21/imagel33.gif〃INET
INCLUDEPICTURE〃cos.cumt.edu/1ixuesun/cai1i/ch21/image141.gif"\*
MERGEFORMATINET
INCLUDEPICTUREINCLUDEPICTURE
“cos.cumt.edu/1ixuesun/cai1i/ch21/image143.gif"\*MERGEFORMATINET
〃cos.cumt.edu/lixuesun/caili/ch21/imagel39.gif"INETHYPERLINK
,zcos.cumt.edu/lixuesun/caili/ch21.htmz/\1返回
INCLUDEPICTURE
“cos.cumt.edu/1ixuesun/cai1i/ch21/imagel21.gif"INET
INCLUDEPICTURE〃cos.cumt.edu/1ixuesun/cai1i/ch21/image129.gif"\*
MERGEFORMATINET
INCLUDEPICTUREINCLUDEPICTURE
“cos.cumt.edu/1ixuesun/cai1i/ch21/image131.gif\*MERGEFORMATINET
〃cos./1ixuesun/cai1i/ch21/image127.gif"INET
INCLUDEPICTURE〃cos?cumt.edu/lixuesun/cai1i/ch21/image135.gif〃\*
MERGEFORMATINET
INCLUDEPICTUREINCLUDEPICTURE
“cos.cumt.edu/1ixuesun/cai1i/ch21/image137.gif"\*MERGEFORMATINET
“cos.cumt.edu/1ixuesun/cai1i/ch21/imagel33.gif"INET
INCLUDEPICTURE"cos.cumt.edu/1ixuesun/cai1i/ch21/image141.gif〃\*
MERGEFORMATINET
INCLUDEPICTUREINCLUDEPICTURE
“cos.cumt.edu/1ixuesun/cai1i/ch21/image143.gif〃\*MERGEFORMATINET
〃cos.cumt.edu/1ixuesun/caili/ch21/image139.gif"INETHYPERL1NK
,zcos.cumt.edu/lixuesun/caili/ch21.htm/z\1z,title#title,z返回
INCLUDEPICTURE"cos.cumt.edu/1ixuesun/cai1i/ch21/image129.gif"\*
MERGEFORMATINETINCLUDEPICTURE
INCLUDEPICTURE"cos.cumt.edu/1ixuesun/caili/ch21/image131.gif"\*
MERGEFORMATINET
“/1ixuesun/cai1i/ch21/imagel27.gif〃INET
INCLUDEPICTURE"cos.cumt.edu/1ixuesun/cai1i/ch21/image135.gif"\*
MERGEFORMATINET
INCLUDEPICTUREINCLUDEPICTURE
〃cos.cumt.edu/1ixuesun/caili/ch21/image137.gif〃\*MERGEFORMATINET
〃cos.cumt.edu/1ixuesun/cai1i/ch21/image133.gif〃INET
INCLUDEPICTURE"cos.cumt.edu/1ixuesun/caiIi/ch21/imagel41.gif"\*
MERGEFORMATINET
INCLUDEPICTUREINCLUDEPICTURE
〃cos.cumt.edu/1ixuesun/cai1i/ch21/imagel43.gif"\*MERGEFORMATINET
〃/1ixuesun/caili/ch21/image139.gif"INETHYPERLINK
z,cos.cumt.edu/lixuesun/caili/ch21.htm,z\1返回
INCLUDEPICTURE"cos.cumt.edu/1ixuesun/caili/ch21/image129.gif"\*
MERGEFORMATINETINCLUDEPICTURE
INCLUDEPICTURE〃cos.cumt.edu/1ixuesun/caili/ch21/image131.gif〃\*
MERGEFORMATINET
〃cos./1ixuesun/cai1i/ch21/image127.gif"INET
INCLUDEPICTURE〃cos?cumt.edu/1ixuesun/cai1i/ch21/image135.gif〃\*
MERGEFORMATINET
INCLUDEPICTUREINCLUDEPICTURE
“cos.cumt.edu/1ixuesun/cai1i/ch21/image137.gif"\*MERGEFORMATINET
“cos.cumt.edu/1ixuesun/cai1i/ch21/imagel33.gif"INET
INCLUDEPICTURE"cos.cumt.edu/1ixuesun/cai1i/ch21/image141.gif〃\*
MERGEFORMATINET
INCLUDEPICTUREINCLUDEPICTURE
“cos.cumt.edu/1ixuesun/cai1i/ch21/image143.gif〃\*MERGEFORMATINET
〃cos.cumt.edu/1ixuesun/caili/ch21/image139.gif"INETHYPERL1NK
,zcos.cumt.edu/lixuesun/caili/ch21.htm/z\1z,title#title,z返回
INCLUDEPICTURE
〃cos.cumt.edu/1ixuesun/caiIi/ch21/imagel27.gif"INET
INCLUDEPICTURE"cos.cumt.edu/1ixuesun/cai1i/ch21/image135.gif"\*
MERGEFORMATINET
INCLUDEPICTUREINCLUDEPICTURE
〃cos.cumt.edu/1ixuesun/caili/ch21/image137.gif"\*MERGEFORMATINET
〃cos.cumt.edu/1ixuesun/cai1i/ch21/imagel33.gif"INET
INCLUDEPICTURE"cos.cumt.edu/1ixuesun/caili/ch21/image141.gif"\*
MERGEFORMATINET
INCLUDEPICTUREINCLUDEPICTURE
〃cos.cumt.edu/lixuesun/cai11/ch21/imagel43.gifz,\*MERGEFORMATINET
"cos.cumt.edu/1ixuesun/caiIi/ch21/imagel39.gif"INETHYPERLINK
z/cos.cumt.edu/lixuesun/caili/ch21.htm/z\1返回
INCLUDEPICTURE"cos.cumt.edu/1ixuesun/caili/ch21/image135.gif"\*
MERGEFORMATINETINCLUDEPICTURE
INCLUDEPICTURE〃cos.cumt.edu/lixuesun/caili/ch21/imagel37.gif"\*
MERGEFORMATINET
〃cos.cumt.edu/lixuesun/cai1i/ch21/imagel33.gif"INET
INCLUDEPICTURE〃cos?cumt.edu/1ixuesun/caili/ch21/image141.gif〃\*
MERGEFORMATINET
INCLUDEPICTUREINCLUDEPICTURE
“cos.cumt.edu/lixuesun/cai1i/ch21/imagel43.gif"\*MERGEFORMATINET
"cos.cumt.edu/lixuesun/caili/ch21/imagel39.gif"INETHYPERLINK
“/lixuesun/caili/ch21.htnT\1,ztitle#titlez,返回
INCLUDEPICTURE〃cos.cumt.edu/lixuesun/caili/ch21/imagel35.gif"\*
MERGEFORMATINETINCLUDEPICTURE
INCLUDEPICTURE"cos.cumt.edu/1ixuesun/caili/ch21/imagel37.gif"\*
MERGEFORMATINET
〃cos./1ixuesun/cai1i/ch21/imagel33.gif"INET
INCLUDEPICTURE〃cos.cumt.edu/1ixuesun/caili/ch21/image141.gif〃\*
MERGEFORMATINET
INCLUDEPICTUREINCLUDEPICTURE
“cos.cumt.edu/1ixuesun/caili/ch21/imagel43.gif〃\*MERGEFORMATINET
"cos.cumt.edu/lixuesun/caili/ch21/imagel39.gif"INETHYPERLINK
,zcos.cumt.edu/lixuesun/caili/ch21.htm,?\1z,title#title,z返回
INCLUDEPICTURE
〃cos.cumt.edu/1ixuesun/cai1i/ch21/imagel33.gif〃INET
INCLUDEPICTURE"cos.cumt.edu/1ixuesun/caili/ch21/image141.gif〃\*
MERGEFORMATINET
INCLUDEPICTUREINCLUDEPICTURE
“cos.cumt.edu/1ixuesun/caili/ch21/imagel43.gif"\*MERGEFORMATINET
,zcos.cumt.edu/lixuesun/caili/ch21/imagel39.gif'INETHYPERLINK
z,cos.cumt.edu/lixuesun/caili/ch21.htm,z\1返回
INCLUDEPICTURE"cos.cumt.edu/1ixuesun/caili/ch21/image141.gif"\*
MERGEFORMATINET
INCLUDEPICTURE"cos.cumt.edu/1ixuesun/caili/ch21/image143.gif"\*
MERGEFORMATINETINCLUDEPICTURE
zzcos.cumt.edu/lixuesun/caili/ch21/imagel39.gif"INETHYPERLINK
,zcos.cumt.edu/lixuesun/caili/ch21.htm/z\1z,title#title,z返回
INCLUDEPICTURE"cos.cumt.edu/1ixuesun/caili/ch21/image141.gif"\*
MERGEFORMATINET
INCLUDEPICTURE"cos.cumt.edu/1ixuesun/caili/ch21/image143.gif"\*
MERGEFORMATINETINCLUDEPICTURE
"cos.cumt.edu/lixuesun/caili/ch21/imagel39.gif"INETHYPERLINK
“/lixuesun/caili/ch21.htnT\1,ztitle#titlez,返回
INCLUDEPICTURE
zzcos.cumt.edu/lixuesun/caili/ch21/imagel39.gif"INETHYPERLINK
“/lixuesun/caili/ch21.htm"\1z,title#title,z返回HYPERLINK
“/lixuesun/caili/ch2LhtnT\1zztitle#title,z返回HYPERLINK
z,cos.cumt.edu/lixuesun/caili/ch21.htmz,\1返回
2-6(2-8)?木樁柱受力如圖所示。柱的橫截面為邊長200mm的正方形,材料可認為符
合胡克定律,其彈性模量E=10GPa。如不計柱的自重,試求:
(1)作軸力圖;
(2)各段柱橫截面上的應力;
(3)各段柱的縱向線應變;
(4)柱的總變形。
INCLUDEPICTURE
〃cos.cumt.edu/lixuesun/caili/ch21/image145.gif,\*
MERGEFORMATINET
解:INCLUDEPICTURE"/lixuesun/caili/ch21/imagcl47.gif"\*
MERGEFORMATINET(壓)
INCLUDEPICTURE〃cos.cumt.edu/1ixuesun/caili/ch21/image149.gif"\*
MERGEFORMATINET(壓)
INCLUDEPICTUREINCLUDEPICTURE
〃cos.cumt.edu/1ixuesun/caili/ch21/image151.gif"\*MERGEFORMATINET
〃cos.cumt.edu/1ixuesun/cai1i/ch21/imagel53.gif"INET
INCLUDEPICTURE"cos.cumt.edu/1ixuesun/cai1i/ch21/image155.gif"\*
MERGEFORMATINETINCLUDEPICTUREz,cos.cumt.edu/1ixuesun/cai1i/ch21/imagel57.gif"
INETINCLUDEPICTURE
“cos.cumt.edu/1ixuesun/caili/ch21/image159.gif"\*MERGEFORMATINET
INCLUDEPICTURE〃cos.cumt.edu/1ixuesun/caili/ch21/image161.gif〃\*
MERGEFORMATINETINCLUDEPICTUREz,cos.cumt.edu/1ixuesun/cai1i/ch21/imagel63.gif"
INET
HYPERLINKz,cos.cumt.edu/lixuesun/caili/ch21.htm^\1返回
2-7(2-9)一根直徑INCLUDEPICTURE
z,cos.cumt.edu/lixuesun/caili/ch21/imagel65.gifzz\*MERGEFORMATINET、長
INCLUDEPICTURE"cos.cumt.edu/lixuesun/caili/ch21/image167.gif"\*
MERGEFORMATINET的圓截面桿,承受軸向拉力
,其伸長為INCLUDEPICTUREINCLUDEPICTURE
“cos.cumt.edu/lixuesun/cai1i/ch21/image169.gif〃\*MERGEFORMATINET
,zcos.cumt.edu/lixuesun/caili/ch21/imagel71.gifz,INET。試求桿
橫截面上的應力與材料的彈性模量Eo
解:INCLUDEPICTURE/zcos.cumt.edu/lixuesun/caili/ch21/imagel73.gifz,\*
MERGEFORMATINET
INCLUDEPICTURE"cos.cumt.edu/lixuesun/caili/ch21/image175.gif"\*
MERGEFORMATINET
2-8(2-11)受軸向拉力F作用的箱形薄壁桿如圖所示。已知該桿材料的彈性常數為E,
INCLUDEPICTURE"cos.cumt.edu/lixuesun/caili/ch21/image177.gif"\*
MERGEFORMATINET,試求C與D兩點間的距離改變量INCLUDEPICTURE
“/lixuesun/caili/ch21/imagel79.gif"\*MERGEFORMATINET。
解:INCLUDEPICTUREz/cos.cumt.edu/lixuesun/caili/ch21/imagel81.gifz,\*
MERGEFORMATINET
〃cos.cumt.edu/1ixuesun/cai1i/ch21/imagel83.gif〃INET
INCLUDEPICTURE
INCLUDEPICTURE
〃/1ixuesun/cai1i/ch21/imagel85.gif"\*
MERGEFORMATINET
橫截面上的線應變相同
INCLUDEPICTURE
〃cos.cumt.edu/1ixuesun/caili/ch21/image187.gif〃\*
MERGEFORMATINET
因此INCLUDEPICTURE"/lixuesun/caili/ch21/imagel89.gif"\*
MERGEFORMATINET
INCLUDEPICTURE
〃cos./lixuesun/caili/ch21/image191.gif"\*
MERGEFORMATINETINCLUDEPICTURE
〃cos./lixuesun/caili/ch21/ch21.hl.gif"\*
MERGEFORMATINET
HYPERLINK"/lixuesun/caili/ch21.htnT\1返回
2-9(2-12)圖示結構中,AB為水平放置的剛性桿,桿1,2,3材料相同,其彈性模量
E=210GPa,已知INCLUDEPICTURE"/lixuesun/caili/ch21/imagel93.gif”
INET,
,INCLUDEPICTUREINCLUDEPICTURE
z,cos.cumt.edu/1ixuesun/cai1i/ch21/image195.gif〃INET
,INCLUDEPICTURE"/lixuesun/caili/ch21/imagel97.gif"\*
MERGEFORMATINET
o試求C點的水平位移和鉛垂位移。
“cos.cumt.edu/1ixuesun/cai1i/ch21/image199.gif"\*MERGEFORMATINET
INCLUDEPICTURE
〃cos.cumt.edu/1ixuesun/cai1i/ch21/image201.gif〃\*
MERGEFORMATINET解:(1)受力圖(a)
INCLUDEPICTURE〃cos.cumt.edu/1ixuesun/caili/ch21/image203.gif"\*
MERGEFORMATINET
“/lixuesun/caili/ch21/image205.gif"INET,
INCLUDEPICTURE。
(2)變形協調圖(b)
因INCLUDEPICTURE,zcos.cumt.edu/1ixuesun/caili/ch21/image209.gifz,\*
MERGEFORMATINET,故INCLUDEPICTURE
“cos.cumt.edu/1ixuesun/cai1i/ch21/image211.gif"INET
INCLUDEPICTURE〃cos.cumt.edu/1ixuesun/caili/ch21/image213.gif"\*
MERGEFORMATINET
:INCLUDEPICTUREINCLUDEPICTURE
〃cos.cumt.edu/1ixuesun/cai1i/ch21/image217.gif"\*MERGEFORMATINET
〃cos.cumt.edu/1ixuesun/cai1i/ch21/image219.gif〃INET(向下)
(向下)INCLUDEPICTUREz,cos.cumt.edu/lixuesun/caili/ch21/image221.gif,z\*
MERGEFORMATINET
為保證INCLUDEPICTUREz,cos.cumt.edu/lixuesun/caili/ch21/image223.gifz,\*
MERGEFORMATINET,點A移至INCLUDEPICTURE
,由圖中幾何關系知;〃cos.cumt.edu/1ixuesun/caiIi/ch21/image225.gif"\*
MERGEFORMATINET
INCLUDEPICTURE"cos.cumt.edu/1ixuesun/cai1i/ch21/image227.gif"\*
MERGEFORMATINET
INCLUDEPICTURE〃cos.cumt.edu/1ixuesun/caili/ch21/image229.gif"\*
MERGEFORMATINET
HYPERLINK"/lixuesun/caili/ch21.htnT\1返回
第三章扭轉
HYPERLINK"cos.cumt.edu/1ixuesun/caili/ch3.htm"\1〃3T#3T〃3-1HYPERLINK
“cos.cumt.edu/1ixuesun/cai1i/ch3.htm〃\1
〃3-2#3-2〃3-2HYPERLINK
“/lixuesun/caili/ch3.htnT\1〃3-3#3-3〃3-3HYPERLINK
“/lixuesun/caili/ch3.htnT\1〃3-4#3-4〃3-4HYPERLINK
〃cos,cumt.edu/1ixuesun/cai1i/ch3.htm〃\1
〃3-5#3-5〃3-5HYPERLINK
,zcos.cumt.edu/1ixuesun/caili/ch3.htm,z\1"3-6#3-6"3-6HYPERLINK
z,cos.cumt.edu/1ixuesun/caili/ch3.htmz/\1〃3-7#3-7〃3-7HYPERLINK
“cos.cumt.edu/1ixuesun/cai1i/ch3.htm〃\1
3-8#3-8〃3-8HYPERLINK
,zcos.cumt.edu/lixuesun/caili/ch3.htm/,\1〃3-9#3-9〃3-9
HYPERLINK"/lixuesun/caili/ch3.htnT\1〃3-10#3-10〃3-10HYPERLINK
〃/1ixuesun/cai1i/ch3.htm〃\1
〃3T1#3T1〃3-11HYPERLINK
〃cos.cumt.edu/1ixuesun/caili/ch3.htm,z\1
〃3T2#3T2〃3-12
3-1一傳動軸作勻速轉動,轉速
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