试用弯矩分配法计算图示刚架，并作出[tex=1.0x1.0]/4LSvKfNeQWJ+IvWbbbjdA==[/tex]图[img=557x277]17ad784e4658324.png[/img]

2022-06-30

试用弯矩分配法计算图示刚架，并作出[tex=1.0x1.0]/4LSvKfNeQWJ+IvWbbbjdA==[/tex]图[img=557x277]17ad784e4658324.png[/img]

答案：

解:[tex=1.786x1.214]03I9PkHJmSnbkreh85v/Lg==[/tex]为角位移结点[tex=29.714x2.429]hTXMn/1X1sEbCIFXbRflSH42nu57A9kuWdA/bsHd3nhikIrOQr7tjST73lVBC1azdIVaf6gFs5fBrQyucbpw5rnwWVBra3lBs114kYXlH6AN0z00YWY5fPTbJWTo/CmJvb4cxGkPXFVhb0GZobhW+euyqvOD7SLZEhnpPHz0SSZoPVt6CRu10OE4IIHC7dXbGdaZBZOs2JT39DTRsVjNZw==[/tex]固端弯矩:[tex=76.786x2.5]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[/tex][img=1081x416]17ad78690cc67ce.png[/img][img=1086x330]17ad786c9a3fa96.png[/img]

举一反三

内容

0
试用弯矩分配法计算图示剪力静定刚架，并作出[tex=1.0x1.0]/4LSvKfNeQWJ+IvWbbbjdA==[/tex]图[img=617x270]17ad7977e7f07c0.png[/img]
1
试用弯矩分配法计算图示梁和刚架，作出[tex=1.0x1.0]/4LSvKfNeQWJ+IvWbbbjdA==[/tex]图，并求刚结点[tex=0.786x1.0]ri6gmnf1+J9dGqG5/1sV6A==[/tex]的转角[tex=1.429x1.214]6HH+C7QcDpclblnhrugXQQ==[/tex][img=527x185]17ad776fbb26105.png[/img]
2
试用力矩分配法计算图示刚架,并绘[tex=1.0x1.0]/4LSvKfNeQWJ+IvWbbbjdA==[/tex]图。[tex=4.071x1.286]n+Wlb/jvVZnGggq96wYauw==[/tex]。[img=373x282]179d19b3066345b.png[/img]
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4
试用弯矩分配法计算图示梁和刚架, 作出[tex=1.0x1.0]/4LSvKfNeQWJ+IvWbbbjdA==[/tex]图, 并求刚结点[tex=0.786x1.0]ri6gmnf1+J9dGqG5/1sV6A==[/tex] 的转角 [tex=1.214x1.0]vMN0I/cFXv+ywCJpIWol2g==[/tex][img=321x113]17d2238f9b4d6d0.png[/img]