Part H - Parti Draw the bending moment diagram for the beam. Follow the standard sign convention Click on "add vertical
Posted: Mon May 16, 2022 12:26 pm
please help thanks
Part H - Parti Draw the bending moment diagram for the beam. Follow the standard sign convention Click on "add vertical line oft" 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 - 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 quadratic/cubic 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. + M(Nm) 250 200 No elements selected 150 100 50 D 0 I(m) 9 10 11 50 100
Part H - Parti Draw the bending moment diagram for the beam. Follow the standard sign convention Click on "add vertical line oft" 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 - 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 quadratic/cubic 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. + M(Nm) 250 200 No elements selected 150 100 50 D 0 I(m) 9 10 11 50 100