ZuoTi.Pro
Question

STANDARD VIEW pRINTER VERSION BACK P7.046 GO Multipart Part 1 tl Your answer is partially correct. Try again. Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a-7.0 ft, b-6.5 ft, WA 7 kip-ft, wac - 14 Kips/ft, PA - 25 kips, and Po - 75 kips. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this Go exercise. Calculate the reaction forces Gy and Mc acting on the beam. Positive values for the reactions are indicated by the directions of the red arrows s free-body diagram below. (Note: Since C -o, it has been omitted from the free-body diagram.) PB Answers: C, :40 Click if you would like to Show Work for this question: pen Show Work ips, Mc kip-ft.
SAVE FO Attempts: Unlimited Part 2 Determine the shear force acting at each of the following locations: (a) x-0+ ft (i.e., just to the right of point A) (b) x 7.0-ft (i.e., just to the left of point B) (c) x-7.0+ ft (i.e., just to the right of point B) (d) x 13.5-ft i.e., just to the left of support C) When entering your answers, use the shear force sign convention Answers: kips (c) V- (d) V- Click if you would like to Show Work for this question: Open Show Work ps kips, Attempts: Unlimited SAVE FOR LA Part 3 The shear-force diagram crosses the V - 0 axis between points A and B. Determine the location xa (measured from A) where v- ft. Answer: XAD the tolerance is +/-2% Click if you would like to Show Work for this question: Open Show Work Attempts: Unlimited AVE
STANDARD VIEW PRINTER VERSION SUBM Attempts: Unlimited SAVE FOR LATER Part 4 The shear-force diagram also crosses the V - 0 axis between points a and C. Determine the location xB Answer: xec the tolerance is +/-290 ses the VH O axis between points B and Ci Determine the location xac (measured from A) where V - o kips. ft Click i you would tke to Show work for this question en show work Attempts: Unlimited SAVE FOR LATER SUBMIT Part 5 Determine the bending moment acting at each of the following locations (a) a (the x value calculated in part 3) (b)x 7.0 c) X + xoc (the x value calculated in part 4) d) x 13.5-ft (i.e., just to the left of support C) When entering your answers, use the ben ding moment sign convention Answer kip-ft (a) M H (b) MH (o) M - (d) M Click if you would like to Show work for this question: kip-ft kip-ft Open Show Works Attempts: UnlimitedSAVE FOR LATER SUBMIT ANS
Attempts: Unlin Part 6 Use your shear-force and bending-moment diagram to determine (a) the shear force V and (b) the bending moment M acting at x -9,o ft. When entering your answers, use the shear force and bending moment sign conventions. Answers: (a) V (b) M - Click if you would like to Show Work for this question: open Show Work kips. kip-ft
engineering   Civil-Engineering   
0 0
Add a comment Improve this question Transcribed image text
Next > < Previous
Sort answers by oldest

Homework Answers

Answer #1

LO ー| b=6.sfト t. c Ca e= 24S,75+4qo-487-5-337-5 a5kips M 3125 Kpsft @x=イ千r

0 0
Add a comment
Know the answer?
Add Answer to:
STANDARD VIEW pRINTER VERSION BACK P7.046 GO Multipart Part 1 tl Your answer is partially correct....
Your Answer:

Post as a guest

Your Name:

What's your source?

Earn Coins

Coins can be redeemed for fabulous gifts.

Log In

Sign Up

Not the answer you're looking for? Ask your own homework help question. Our experts will answer your question WITHIN MINUTES for Free.
Similar Homework Help Questions

  • BACK NEXT STANDARD VIEW PRINTER VERSION P7.049 GO Multipart Part 1 method to construct the shear-force...

    BACK NEXT STANDARD VIEW PRINTER VERSION P7.049 GO Multipart Part 1 method to construct the shear-force and bending-moment diagrams for the beam shown. Let a-4.5 m, b-3.0 m, c-3.5 m, d-5.0 m, WAD and MA-S0kN-m. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise. frictionless pin WAD WDE Calculate the reaction forces Ay, Cy, and E, acting on the beam. Positive values for the reactions...

  • P7.052 GO Multipart Use the graphical method to construct the shear force and bending moment diagrams...

    P7.052 GO Multipart Use the graphical method to construct the shear force and bending moment diagrams for the beam shown. Leta 9.0 ft b-6.5 ft, С 11 O t d 50 t wa Part 1 6.5 kips/ft, and Wor-4.5 kips/ft. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise. WB Calculate the reaction forces By and D, acting on the beam. Positive values for the...

  • STANDARD vIEW P7.047 GO Multipart Part 1 lb, MA Use the graphical method to construct the...

    STANDARD vIEW P7.047 GO Multipart Part 1 lb, MA Use the graphical method to construct the shear -force and bending-moment diagrams for the beam shown. Let a-s.0ft, b-6.0 ft, Was-700 lb/lft, wer500 Ib/ft, Po 3500 4500 lb-ft, and Mc -8500 Ib-ft. Construct the shear force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of AB Calculate the reaction forces B, and E, acting on the beam, Posikive values for the reactions...

  • Part 1 Use the graphical method to construct the shear-force and bending moment diagrams for the...

    Part 1 Use the graphical method to construct the shear-force and bending moment diagrams for the beam shown. Let a-3.s ftt, he eshe 10.5 kipe/ft and p 105 kigs. Construct the shear-force and bending-moment diagrams on paper and use the results to subsequent parts of this GO exercise. For this loading, calculate the reaction forces Ay and Ey acting on the beam. Positive values for the reactions are indicated by the directions of the red arrows shown on the free-body...

  • Part 1 Use the graphical method to construct the shear-force and bending-moment diagrams for the beam...

    Part 1 Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=3.0 ft, b=7.0 ft, c=5.0 ft, d=4.0 ft, w = 13 kips/ft and P = 90 kips. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise. w B с D E b с d For this loading, calculate the reaction forces Ay and Ey acting on the...

  • STANDARD VIEW PRINTER VERSION BACK P8.037 GO Multipart The beam shown in Figure P8.37 will be...

    STANDARD VIEW PRINTER VERSION BACK P8.037 GO Multipart The beam shown in Figure P8.37 will be constructed from a standard steel w shape using an allowable bending stress of 22 ksi. Assume Po=8.0 kips, Pc-13.5 kips, Po 4.0 kips and a-5 ft (a) Develop a list of five acceptable shapes that could be used for this beam. On this list, include the most economical W10, w12, w14, W16, and W18 shapes (b) Select the most economical W shape for this...

  • Use the graphical method to construct the shear-force and bending moment diagrams for the beam shown....

    Use the graphical method to construct the shear-force and bending moment diagrams for the beam shown. Let a=4.0 ft, b=5.0 ft, c=5.0 ft,d=3.0 ft. w = 7.5 kips/ft and P = 30 kips. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise. с D E b For this loading, calculate the reaction forces A, and E, acting on the beam. Positive values for the reactions...

  • Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let...

    Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=4.0 ft, b=9.0 ft, c=5.0 ft, d=4.0 ft, w = 8 kips/ft and P = 75 kips. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise. W X A B C D E a b с For this loading, calculate the reaction forces Ay and Ey acting on the...

  • P8.023 GO Multipart Part 1 A channel shape is used to support the loads shown on the beam. The dimensions of the...

    P8.023 GO Multipart Part 1 A channel shape is used to support the loads shown on the beam. The dimensions of the shape are also shown. Assume La-3 ft, Lac-9 ft, P-2000 lb, w 850 Ib/ft, b-14 in., d-10 in., t-0.625 in. Consider the entire 12-ft length of the beam and determine (a) the maximum tension bending stress at any location along the beam, and (b) the maximum compression bending stress at any location along the beam. 14 Break the...

  • 'BACK STANDARD VTEW PRİNTER VERSİON P9.029 G0 Multipart Part 1 The cantilever beam shown is subjected to a concen...

    'BACK STANDARD VTEW PRİNTER VERSİON P9.029 G0 Multipart Part 1 The cantilever beam shown is subjected to a concentrated load of P- 125 kN. The cross-sectional dimensions of the t ectangular tube shape are shewn, where b- 150 mm, d 250 mm -8 mm, and 60 mm. Determine (a) the stear stress at point K, located d- b) the maximum horizontal shear stress in the rectangular tube shape. which s loceted d - 60 mm below the cent of the...

ADVERTISEMENT
Free Homework Help App
Download From Google Play
Scan Your Homework
to Get Instant Free Answers
Need Online Homework Help?
Ask a Question
Get Answers For Free
Most questions answered within 3 hours.
ADVERTISEMENT
ADVERTISEMENT
ADVERTISEMENT