Draw the shear diagram for the beamClick 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 atthe 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" vertical line at the point where the shear curve passes the x-axis.Note 3- The curve you choose from the drop-down is only a pictorial representation of a real quadratic/cubic curve. The equation ofthis curve is not mathematically equivalent to the correct answer. Consequently, slopes at discontinuities and intercepts with the x-axis (if any) are not accurate.120 lb/ft30 lb/ft12 ftNo elerments selectedV (Ib)600500400300200100z (ft)100-Draw the moment diagram for the beamClick on "add vertical line ofr" 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 atthe same place, it will appear correct visually because the lines overlap, but the system will mark it wrong.Note 2- Drawa 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 quadraticlcubic curve. The equation ofthis curve is not mathematically equivalent to the correct answer. Consequently, slopes at discontinuities and intercepts with the x-axis (if any) are not accurate.120 lb/ft30 lb/ft12 ftNo elements selectedM (kip - ft)2.01.02 (ft) Consider the beam shown in(Figure 1). Follow the sign convention.Figure< 1 of 1120 lb/ft30 lb/ft12 ft

Answered: Image /qna-images/answer/d4da56bd-69a2-4693-b53e-f195d91118cc.jpg

Draw the shear diagram for the beam Click on "add vertical line ofr 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" vertical line at the point where the shear curve passes the x-axis. 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. 120 lb/ft 30 lb/t 12 ft- No elements selected V (Ib) 600 500 400 300 200 100 (ft) 100+

Draw the shear diagram for the beam Click on "add vertical line ofr 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" vertical line at the point where the shear curve passes the x-axis. 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. 120 lb/ft 30 lb/t 12 ft- No elements selected V (Ib) 600 500 400 300 200 100 (ft) 100+

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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