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Category > Applied Sciences Posted 31 May 2017 My Price 7.00

A uniform live load of 1.75 Kn/m and a single concentrated live force

A uniform live load of 1.75 Kn/m and a single concentrated live force of 8 kN are placed on the floor beams. If the beams also support a uniform dead load of 250 N/m, determine (a) the maximum negative shear in panel BC of the girder and (b) the maximum positive moment at B.

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Alpha Geek
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Status NEW Posted 31 May 2017 06:05 AM My Price 7.00

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file 1496211474-Answer.docx preview (435 words )
A----------- un-----------ifo-----------rm -----------liv-----------e l-----------oad----------- of----------- 1.-----------75 -----------Kn/-----------m a-----------nd -----------a s-----------ing-----------le -----------con-----------cen-----------tra-----------ted----------- li-----------ve -----------for-----------ce -----------of -----------8 k-----------N a-----------re -----------pla-----------ced----------- on----------- th-----------e f-----------loo-----------r b-----------eam-----------s. -----------If -----------the----------- be-----------ams----------- al-----------so -----------sup-----------por-----------t a----------- un-----------ifo-----------rm -----------dea-----------d l-----------oad----------- of----------- 25-----------0 N-----------/m,----------- de-----------ter-----------min-----------e (-----------a) -----------the----------- ma-----------xim-----------um -----------neg-----------ati-----------ve -----------she-----------ar -----------in -----------pan-----------el -----------BC -----------of -----------the----------- gi-----------rde-----------r a-----------nd -----------(b)----------- th-----------e m-----------axi-----------mum----------- po-----------sit-----------ive----------- mo-----------men-----------t a-----------t B-----------. ----------- A-----------nsw-----------er ----------- Le-----------t t-----------he -----------con-----------cen-----------tra-----------ted----------- li-----------ve -----------for-----------ce -----------be -----------'x'----------- di-----------sta-----------nce----------- fr-----------om -----------sup-----------por-----------t '-----------A'.----------- Us-----------ing----------- me-----------tho-----------d o-----------f s-----------upe-----------r p-----------osi-----------tio-----------n l-----------et'-----------s f-----------ind----------- Gi-----------rde-----------r f-----------orc-----------es -----------at -----------A, -----------B a-----------nd -----------C F-----------or -----------sup-----------er
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