Class 3 - Shear Stress and Allowable Stress Design

Structural Analysis (6th Edition)

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Unformatted text preview: 532$:ng éaMg 2:222 0 gm «~ Egagm; Q awaxg @Mmg; ii; ”22% Mm: @Bflimé Wfimggggg gwgggjzw wgfagém‘; @béggm ngaé; i‘fiMflE’lfii/“émééfigfii ibigmaisgamgM 5,: %5% fimfigMQwMM: $3} Wig”; figaégwgg :2; M me: Mg i2. AT} kw fiz‘émé gmas 217% Zaig‘figg T§&§W%®W gaggwmm \j 3t% @222} Qfia {flamg 25:1: :1??? $12,512:; ‘4 fififlgfiékfi @52Nm @g252222 :5 . $2: %% 2::WQ::§ é M f $35? ENWQQ: QM, :22: EM: 2::g2mw: 3:2:W:;:2:§2 Q”? V3“: WW Mméa 13“?) W89?“ “gm gaggwaagg :3??ng yaw; :anafi 533%: a: Em im Eafiéfizéfiéwg? $§Ec2 4:, A» ‘Foué; gam‘ ifagcyga ian? gaggm ykkfimmga Us Aaukkfigé2§§iéfié % . AS; $§§W§§3§€W mwwa ; if {g wag ggggmfigggiw $2? iggafi: '%%§%§é fifiangfiggi bégéfi What is the maximum possible value of the clamping force C in the jaws of the pliers shown in the figure if a = 3 75 in., b= 1.60 111., and the ultimate shear stress in the O. 20-in. diameter pin is 50 ksi? What is the maximum permissible value of the applied load P if a factor of safety of 3.0 with respect to failure of the pin is to be maintained? Oi ...
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