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Problem 6.22 Consider a beam shown in the figure below. (Figure 1) Figure 12 ft 3 kip/ft 1 of 1 No elements selected Dra

Posted: Tue Jul 12, 2022 8:41 am
by answerhappygod
Problem 6 22 Consider A Beam Shown In The Figure Below Figure 1 Figure 12 Ft 3 Kip Ft 1 Of 1 No Elements Selected Dra 1
Problem 6 22 Consider A Beam Shown In The Figure Below Figure 1 Figure 12 Ft 3 Kip Ft 1 Of 1 No Elements Selected Dra 1 (63.96 KiB) Viewed 29 times
Problem 6.22 Consider a beam shown in the figure below. (Figure 1) Figure 12 ft 3 kip/ft 1 of 1 No elements selected Draw the shear diagram for the beam. Click on "add vertical line off to add discontinuity lines. Then click on "add segment" button to add functions between the lines. Note - 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 visually correct because the lines overlap, but the system will mark It wrong. 4+0 V (kip) 12 10 8 8 4 2 C 2 F -10 12 ft 3 kip/ft @i 10 12 14 16 4 of 13 Select the elements from the list and add them to the canvas setting the appropriate attributes Press (ZAB to go to the next option. Press (ALT+Y) to get to the elements on the canvas. Press (ALT+A) to modify the attributes. Press ( ALT+Q to quit the application. Review >
Problem 6.22 Consider a beam shown in the figure below. (Figure 1) Figure 12 ft 3 kip/ft 6 ft < 1 of 1 Part B No elements selected Draw the moment diagram for the beam. Click on "add vertical line off to add discontinuity lines. Then click on "add segment" button to add functions between the lines. Note - 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 visually correct because the lines overlap, but the system will mark it wrong. M (kip ft) 20 70 ec SC 40 30 20 10 0- 0. -10 -20 an -30 -40 -50 -60 -70- -80 2 Add discontinuity lines and select segments to add to the canvas. 6 -12 ft 8 8 10 3 kip/ft • @On -6 ft 12 14 + 16 SE 4 of 13 :> 1. = (10) 18 Review
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