HomeworkLib
Question

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 are indicated by the directions of the red arrows shown on the free-body diagram below. (Note: Since A -0, it has been omitted from the free-body diagram.) frictionless pin WAD WDE Cy Answers: Click if you would like to Show Work for this question: Open Show Work Attempts: Unlimited SAVE FOR LATER SUBHIT ANSWER
Part 2 Determine the shear force acting at each of the following locations (a) x - 0+ m (i.e., just to the right of support A) (b) x = 4.5-m (ie, just to the left of point B) (c)x-4.5+ m (i.e., just to the right of point B) (d) x 7.5-m .e., just to the left of point C) (e) x 7.5+ m (ie. just to the right of point C) (f) x 16.0- m (i.e., just to the left of support E) When entering your answers, use the shear-force sign convention detailed in Section 7.2 Answers: (a) v- (o) V- (d) v (t) v- Click if you would like to Show Work for this question: Open Show Work Attempts: Unlimited BAVE FOR LATER S Part 3 The shear-force diagram crosses the V - 0 axis between points A and 8. Determine the location xao (measured from A) where v-KN (measured from A) where V 0 kN. Answer: XAD the tolerance is +/-296 Click if you would like to Show Work for this question: Open Show Work Attemnts Untimi
STANDARD vit w PRINTER VERSION BACK Part 4 The shear-force diagram also crosses the V -O axis between points D and E. Determine the location Xoe (measured from A) where V-o kv the tolerance is +/-296 Click if you would like to Show Work for this question: Open Show Work Attempts: Unlimited SAVE FOR LATER SUBMIT ANSWER Part 5 Determine the bending moment acting at each of the following locations (a) x -0+ m (i.e., just to the right of point A) (b) x 4.5 m (i.e., at point B) (c) x 7.5 m (Le., at point C) (d) x “ 11.0 m (i.e., at pin 0) When entering your answers, use the bending-moment sign convention detailed in Section 7.2. AnswerS: (a) M- (b) M- (c) M- (d) M- Click if you would like to Show Work for this question: Open Show Work N-m N-m N-m Attempts: Unlimited SAVE FORATER SUBMIT ANSWER Part 6 Determine the bending moment acting at x - an m (Calkolated in Part 3) where V- o kn between support A and point e Answer: M-L the tolerance is +/-294 Click if you would like to Show Work for this question: N-Im Ooen Show Work
Part 7 Determine the bending monent acting at x -Xce m (calculated in Part 3) where V-o kN between pin D and su pport E Answer:M- the tolerance is +/-2% Click if you would like to Show Work for this question: Open Show Work Attempts: Unlimited SAVE FOR LATER SURNTT AMEWE BHIT ANSWER
engineering   Civil-Engineering   
0 0
Add a comment Improve this question Transcribed image text
Next > < Previous
Sort answers by oldest

Homework Answers

Answer #1

Rc RE 2-

0 0
Add a comment
Know the answer?
Add Answer to:
BACK NEXT STANDARD VIEW PRINTER VERSION P7.049 GO Multipart Part 1 method to construct the shear-force...
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

  • STANDARD VIEW pRINTER VERSION BACK P7.046 GO Multipart Part 1 tl Your answer is partially correct....

    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...

  • 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...

  • '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...

  • 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...

  • P9.047 GO Multipart Part 1 А box beam is fabricated from two plywood webs that are secured to dimension lumber boards at its top and bottom flanges. The beam supports a concentrated load of P-5000 lb...

    P9.047 GO Multipart Part 1 А box beam is fabricated from two plywood webs that are secured to dimension lumber boards at its top and bottom flanges. The beam supports a concentrated load of P-5000 lb at the center of a span of length L 12 ft. The cross section dimensions are shown where h1 = 17 in h2 4.5 in, b1 3.0 in, and b2-1.00 in. Bolts %-in. diameter) connect the plywood webs and the lumber flanges at a...

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

    Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Label all significant points on each diagram and identify the maximum moments along with their respective locations. Additionally: (a) Determine V and M in the beam at a point located 1.50 m to the right of B. (b) Determine Vand M in the beam at a point located 1.25 m to the left of D. Leta - 3.0m, b = 6.1 m,w = 38 kN/m,...

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