! Required information Consider the beam and loading shown where P = 44 kips. 3 kips/ft quition Bending (kip-ft) Moment Bending (kip-ft Moment ▲ -6 ft From the figures given below, identify the correct bending-moment diagram and determine the maximum absolute value of the bending moment. A Figure 1 P Figure 3 B B The correct bending-moment diagram is Figure 4 The maximum absolute value of the bending moment is Bending (kip-ft) Moment Bending (kip) Moment A kip-ft. Figure 2 Figure 4 in (m)

! Required information Consider the beam and loading shown where P = 44 kips. 3 kips/ft quition Bending (kip-ft) Moment Bending (kip-ft Moment ▲ -6 ft From the figures given below, identify the correct bending-moment diagram and determine the maximum absolute value of the bending moment. A Figure 1 P Figure 3 B B The correct bending-moment diagram is Figure 4 The maximum absolute value of the bending moment is Bending (kip-ft) Moment Bending (kip) Moment A kip-ft. Figure 2 Figure 4 in (m)

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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QI/ Draw the shear force and bending moment diagrams for the beam shown in Figure (1). 75 KN 15 KN m 10 m Figure (1)
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If the sections shown below is subjected to a negative bending moment of 10kN, draw the 3D bending stress distribution. Please show all relevant calculations and values on your distribution. The position of the neutral axis is measured from reference point A.
Required information NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. Consider the given figure. Given: P = 610 N. C A D 200 mm 200 mm 200 mm P B Draw the shear and bending-moment diagrams for the beam AB. (You must provide an answer before moving on to the next par (Please upload your solution/response using the controls below.)
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PLEASE ?? ANSWER ?Part 1 For the simply supported beam subjected to the loading shown, derive equations for the shear force V and the bending moment M for any location in the beam. (Place the origin at point A) Let a= 3.00 m, b= S.00 m. PB= 35kN, and PC = 65kN. Construct the shear force and bending-moment diagrams on paper and use t he results to answer the quest ions in the subsequent parts of this GO exercise. Calculate the reaction forces Ay and Dy acting on the beam. Positive values for the reactions are indicated by the directions of the red arrows shown on the free-body diagram below. (Note: Since Ax = 0, it has been omitted from the free-body diagram.) Please Answer: Ay = kN Dy = kN ?Part 2 Determine the shear force acting at each of the following locations: (a)x = 2 m (b)x =4m (c). x = 8 m Note that x = 0 at support A When entering your answers. use the shear-force sign convention detailed in Section 7.2. Please Answer: (a) V= kN (b) V=…
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Homework 1 The simple beam AE shown in the Figure (1) supports a concentrated loads. Determent the following: 1-Reactions in points A and E 2- Shear force at each points 3- Bending moment at each points 4- Draw the shear-force and bending-moment diagrams for this beam. t S5m —I 20[—;5 m—-l-_S m:j Figure (1)