Question 1 Part A Consider a sipmly supported beam shown in the figure below. (Figure 1) Figure Question 1 300 N/m 3 m 1.5 m Consider a sipmly supported beam shown in the figure below. (Figure 1) Figure 300 N/m 3 m 1.5 mi 1 of 1 Express the shear in terms of a for 0 < x <3 m, where x is in m. Express your answer in terms of x. Express your answer using three significant figures. V = ΜΕ ΑΣΦ. Η vec Submit Request Answer Part B ? N Express the shear in terms of a for 3 m < x < 4.5 m, where x is in m. Express your answer in terms of x. Express your answer using three significant figures. 1 of 1 V = Part D ΜΕ ΑΣΦ vec Submit Request Answer Part C ? N Express the moment in terms of x for 0<<3 m, where x is in m. Express your answer in terms of x. Express your answer using three significant figures. ΜΕ ΑΣΦ It vec ← ? Express the moment in terms of x for 3 m << 4.5 m, where x is in m. Express your answer in terms of x. Express your answer using three significant figures. ΜΕ ΑΣΦ Η vec ? M = Submit Request Answer ▾ Part E Draw the shear diagram for the beam. N-m 1 of 8 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. 十四 300 N/m 3 m 1.5 m No elements selected V (N) 500 400 300 200- 100+ Part F 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. 4 十 300 N/m Ii ? No elements selected 3 m 1.5 m M (N·m) 600 500 400 300 200 100 0 -1000.0 05 10 15 20 25 30 35 40 45 -200 -300 -400 -500 -600 Add discontinuity lines and select segments to add to the canvas. B x (m)
Question 1 Part A Consider a sipmly supported beam shown in the figure below. (Figure 1) Figure Question 1 300 N/m 3 m 1.5 m Consider a sipmly supported beam shown in the figure below. (Figure 1) Figure 300 N/m 3 m 1.5 mi 1 of 1 Express the shear in terms of a for 0 < x <3 m, where x is in m. Express your answer in terms of x. Express your answer using three significant figures. V = ΜΕ ΑΣΦ. Η vec Submit Request Answer Part B ? N Express the shear in terms of a for 3 m < x < 4.5 m, where x is in m. Express your answer in terms of x. Express your answer using three significant figures. 1 of 1 V = Part D ΜΕ ΑΣΦ vec Submit Request Answer Part C ? N Express the moment in terms of x for 0<<3 m, where x is in m. Express your answer in terms of x. Express your answer using three significant figures. ΜΕ ΑΣΦ It vec ← ? Express the moment in terms of x for 3 m << 4.5 m, where x is in m. Express your answer in terms of x. Express your answer using three significant figures. ΜΕ ΑΣΦ Η vec ? M = Submit Request Answer ▾ Part E Draw the shear diagram for the beam. N-m 1 of 8 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. 十四 300 N/m 3 m 1.5 m No elements selected V (N) 500 400 300 200- 100+ Part F 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. 4 十 300 N/m Ii ? No elements selected 3 m 1.5 m M (N·m) 600 500 400 300 200 100 0 -1000.0 05 10 15 20 25 30 35 40 45 -200 -300 -400 -500 -600 Add discontinuity lines and select segments to add to the canvas. B x (m)
Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter6: Stresses In Beams (advanced Topics)
Section: Chapter Questions
Problem 6.8.1P: A simple beam with a W 10 x 30 wide-flange cross section supports a uniform load of intensity q =...
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