- The Beam Shown Below Is Acted Upon By A Constant Distributed Toad A Couple Moment And A Point Force As Shown It Is Su 1 (28.27 KiB) Viewed 44 times
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- The Beam Shown Below Is Acted Upon By A Constant Distributed Toad A Couple Moment And A Point Force As Shown It Is Su 3 (25.2 KiB) Viewed 44 times
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Part A- Part Determine the component of the reaction force at pin A. Use positive values to represent forces oriented up or to the right and negative values to represent forces oriented down or to the left. Express your answer in units of kN to three significant figures. If no reaction force exists for a particular component, enter 0. ΨΗ ΑΣΦινος ? AN Submit Beavet Aost Part 8 - Part 8 Determine they component of the reaction force at pin A Use positive values to represent forces oriented up or to the right and negative values to represent forces oriented down or to the left. Express your answer in units at kN to three significant figures. If no reaction force exists for a particular component, enter 0. VO AXD11C ? A, IN Submit Beans Are
Part C-Panc Determine the component of the reaction force at roller B Use positive values to represent forces oriented up or to the right and negative values to represent forces oriented down or to the left. Express your answer in units of AN to three significant figures. If no reaction force exists for a particular component, enter 0. EV AECVC ? AN Submit Beerste Part D-Port Determine the w-component of the reaction force at roller B Use positive values to represent forces oriented up or to the right and negative values to represent forces oriented down or to the left. Express your answer in units of N to three significant figures. If no reaction force exists for a particular component, enter 0. 1 A24 | | veo B- IN Submit Begunst Anne
There exists a point of zero hear between pin A and other B. At what value of this this point? Express your answer in units of m to three significant figures V Advec ? Τατουλων και m Submit Βοσνησί. Λαικης Part F. Part What is the magnitude of the absolute maximum bending moment for this beam? Express your answer in units of kNm to three significant figures. VD AXDVOC ? M AN. Submit Beques et
MAT20663cec/az/e0bbcsw10001 O- O Upda Part G - Part 1 Draw the shear force diagram for the beam. Follow the standard sign convention Click on "add vertical line off to add discontinuity lines. Then click on 'add segment" button to add functions between the lines Note 1. Make sure you place only one vertical line at places that require a vertical line. If you inadvertently place two vertical lines at the same place, it will appear correct visually because the lines overlap, but the system will mark it wrong Note 2 . You should not draw an "extra" discontinuity line at the point where the curve passes the x-axis. Note 3 - Be sure to indicate the correct types of the functions between the lines, e.g. it in your answer the type of a function is "inear Increasing slope" for the function that actually has linear decreasing slope, the answer will be graded as incorrect. Use the button "change segment" if necessary. No elements selected VIEN 150 120 100 75 50 25 0 O -25 50 75 -100 -120 am) 11 - 150 -178 -200
Part H. Parti Draw the bending moment diagram for the beam Follow the standard sign convention Click on "add vertical line off to add discontinuity lines. Then click on "add segment button to add functions between the lines. Nota 1. Make sure you place only one vertical line at places that require a vertical line. If you inadvertently place two vertical lines at the same place, it will appear correct visually because the lines overlap, but the system will mark it wrong. Note 2 - Draw a vertical line to denote local maximum or minimum Note 3 - The curve you choose from the drop-down is only a pictorial representation of a real quadratiocubic curve. The equation of this curve is not mathematically equivalent to the correct answer. Consequently, slopes at discontinuities and intercepts with the x-axis (if any) are not accurate. OOOOO MIN.) 200 200 No elements selected 150 100 50 (m) 0 . 80+ 10 11 -100 -150 200 250