Applied Statics and Strength of Materials (6th Edition)
6th Edition
ISBN: 9780133840544
Author: George F. Limbrunner, Craig D'Allaird, Leonard Spiegel
Publisher: PEARSON
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Chapter 13, Problem 13.25P
A moving-load system is composed of two concentrated loads separated by 16 ft. One load is 26 kips and the other is 12 kips. The loads are to cross a 40-ft simple span. Calculate the absolute maximum shear and bending moment.
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Students have asked these similar questions
A simply supported beam of 7 m span with overhangs rests on supports which are 4 m apart. The
left end overhanging is 2 m. The beam carries loads of 30 kN and 20 kN on the left and the right
ends respectively apart from a uniformly distributed load of 25 kN/m between the supporting
points. Draw the shear force and bending moment diagrams.
SHEAR AND MOMENT DIAGRAM
PROBLEM 2
Use the AREA method to construct the shear-force and bending-moment diagrams for
the beam shown. Let a = 6.9 ft, b = 10.4 ft, c = 5.8 ft, and w = 9.5 kips/ft. Label all
significant points on each diagram and identify the maximum moments (both positive
and negative) along with their respective locations. Clearly differentiate straight-line and
curved portions of the diagrams. Determine the maximum shear force and bending
moment in the beam.
Note that answers may be positive or negative. Here, "maximum" refers to the largest
magnitude value, but you should enter your shear force and bending moment with the
correct sign, using the sign convention. If the magnitudes of the largest positive and
largest negative values are the same, enter a positive number. The roller at
point D indicates that motion is restricted both up and down, and the beam will not lift
off the roller.
a
B
W
b
O
D
X
1. Find the reaction forces and moment value at Point A (fixed support) and draw Shear &
Moment Diagrams. Also, calculate the maximum and minimum in-plane shear for a
rectangular cross-section width of 4" and height of 6".
10'
5 lb
*
10'
20 lb
X
Chapter 13 Solutions
Applied Statics and Strength of Materials (6th Edition)
Ch. 13 - through 13.6 Calculate the reactions at points A...Ch. 13 - Calculate the reactions at points A and B for the...Ch. 13 - through 13.6 Calculate the reactions at points A...Ch. 13 - Calculate the reactions at points A and B for the...Ch. 13 - Calculate the reactions at points A and B for the...Ch. 13 - Calculate the reactions at points A and B for the...Ch. 13 - Calculate the shear and bending moment at 4 m and...Ch. 13 - Calculate the shear and bending moment at 3 ft and...Ch. 13 - Calculate the shear and bending moment at midspan...Ch. 13 - Calculate the shear and bending moment at 5 ft and...
Ch. 13 - Calculate the shear and bending moment at 5 m and...Ch. 13 - For the beams shown, draw complete shear diagrams.Ch. 13 - For the beams shown, draw complete shear diagrams.Ch. 13 - Prob. 13.14PCh. 13 - For the beams shown, draw complete shear diagrams.Ch. 13 - For the beams shown (next page), draw complete...Ch. 13 - For the beams shown (next page), draw complete...Ch. 13 - For the beams shown (next page), draw complete...Ch. 13 - For the beams shown (next page), draw complete...Ch. 13 - For the beams shown (next page), draw complete...Ch. 13 - For the beams shown, draw complete shear and...Ch. 13 - For the beams shown, draw complete shear and...Ch. 13 - For the beams shown, draw complete shear and...Ch. 13 - A moving-load system is composed of two...Ch. 13 - A moving-load system is composed of two...Ch. 13 - One of the standard truck loads used in the design...Ch. 13 - Write a computer program that will calculate the...Ch. 13 - Write a program that will calculate the shear and...Ch. 13 - Viking Consultants wishes to generate a table of...Ch. 13 - Calculate the reactions for the simple beams...Ch. 13 - Calculate the reactions for the overhanging beams...Ch. 13 - Calculate the reactions at points A and B for the...Ch. 13 - Calculate the reactions at points A and B for the...Ch. 13 - For the beams of Problem 13.33, calculate the...Ch. 13 - For the beam shown, calculate the shear and...Ch. 13 - Calculate the shear and bending moment at points 4...Ch. 13 - Calculate the shear arid bending moment at points...Ch. 13 - Calculate the shear and bending moment at points...Ch. 13 - Refer to the beam shown and draw complete shear...Ch. 13 - Refer to the beam shown and draw complete shear...Ch. 13 - Refer to the beam shown and draw complete shear...Ch. 13 - Refer to the beam shown and draw complete shear...Ch. 13 - Refer to the beam shown and draw complete shear...Ch. 13 - Refer to the beam shown and draw complete shear...Ch. 13 - Refer to the beam shown and draw complete shear...Ch. 13 - Refer to the beam shown and draw complete shear...Ch. 13 - Refer to the beam shown and draw complete shear...Ch. 13 - Refer to the indicated problem and draw complete...Ch. 13 - Refer to the indicated problem and draw complete...Ch. 13 - Refer to the indicated problem and draw complete...Ch. 13 - Refer to the indicated problem and draw complete...Ch. 13 - Refer to the indicated problem and draw complete...Ch. 13 - Refer to the indicated problem and draw complete...Ch. 13 - Refer to the indicated problem and draw complete...Ch. 13 - Refer to the indicated problem and draw complete...Ch. 13 - Refer to the indicated problem and draw complete...Ch. 13 - Refer to the indicated problem and draw complete...Ch. 13 - Refer to the indicated problem and draw complete...Ch. 13 - A two-axle roller with axles 5 m apart passes over...Ch. 13 - A moving load system with wheels at fixed...Ch. 13 - A moving-load system with wheels spaced as shown...
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Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, mechanical-engineering and related others by exploring similar questions and additional content below.Similar questions
- Calculate the shear force and bending moment for the simply supported beam of length 8m with the self-weight of 1OKN given below. Also draw the shear force and bending moment diagrams. 6 kN 5 kN 4 kN 1m 2m 3marrow_forwardDraw the bending moment and shear diagrams for bar CD of the structure below.arrow_forwardFor the beam and its shear diagram shown below, the distance x is measured from the left end of the beam. The maximum moment occurs where x is ?arrow_forward
- SHEAR AND MOMENT DIAGRAM PROBLEM 2 Use the AREA method to construct the shear-force and bending-moment diagrams for the beam shown. Let a = 6.9 ft, b = 10.4 ft, c = 5.8 ft, and w = 9.5 kips/ft. Label all significant points on each diagram and identify the maximum moments (both positive and negative) along with their respective locations. Clearly differentiate straight-line and curved portions of the diagrams. Determine the maximum shear force and bending moment in the beam. Note that answers may be positive or negative. Here, "maximum" refers to the largest magnitude value, but you should enter your shear force and bending moment with the correct sign, using the sign convention. If the magnitudes of the largest positive and largest negative values are the same, enter a positive number. The roller at point D indicates that motion is restricted both up and down, and the beam will not lift off the roller. a B W b C D Xarrow_forwardtruck and trailer combination crossing a 16-m span has axle loads of 10, 20, and 30 kN separated respectively by distances of 3 and 5 m. Compute the maximum moment and maximum shear developed in the span.arrow_forwardThe 8 m long cantilever beam shown in the figure below carries a uniformly distributed load of 10 kN/m over a span of 2 m, a uniformly varying load that varies linearly from zero to 20 kN/m over a span of 5 m, and a 15 kN concentrated load at the free end as shown. 1.1 Nearly sketch the shear force and bending moment diagrams 1.2 What is the maximum shear force and where does it occur? 1.3 What is the maximum bending moment and where does it occur? 1.4 Find any points of contraflexure. 20 kN/m 15 kN 10 kN/m 1 m 5 m 2 marrow_forward
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Understanding Shear Force and Bending Moment Diagrams; Author: The Efficient Engineer;https://www.youtube.com/watch?v=C-FEVzI8oe8;License: Standard YouTube License, CC-BY
Bending Stress; Author: moodlemech;https://www.youtube.com/watch?v=9QIqewkE6xM;License: Standard Youtube License