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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Textbook Question
Chapter 13, Problem 13.28CP
Write a program that will calculate the shear and moment at the tenth points (the increment along the span is to be one-tenth of the overall length) for a simply supported beam subjected to a full-span uniformly distributed load and a concentrated load at midspan. User input is to be the magnitude of the loads and the span length.
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Construct the bending moment (M) and shearing force diagram for the beam dimensions
Draw the free body diagram, shear force diagram, and bending moment diagram for the beam shown below and calculate values at each point:
1. The cantilever beam in Figure 1 is fixed at A, and is loaded with a distributed load from A
to B and a concentrated moment at C.
Use the GRAPHICAL METHOD to plot the shear force and bending moment diagrams for the
entire length of the beam. Label values at all key locations on the plots (at changes in loads,
maxima, minima, and zeroes).
Annotate your diagrams to explain how they were drawn (e.g. "AQAB = (-12 kN/m)(1 m) =
-12 kN" and "(dQ/dx)AB = -12 kN/m").
12 kN/m
5 kNm
ZA
B
D
1 m
0.5 m
0.5 m
Figure 1.
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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- Use the slope deflection method by using the graphical method to calculate deflections and draw bending moment diagrams then draw the shear force, axial force and bending moment diagrams.arrow_forwardFor the beam shown, derive the expressions for V and M, and draw the shear force and bending moment diagrams. Calculate the shear force V and bending moment M at a cross section located 0.5 m from the fixed support. Neglect the weight of the beam. (Show complete calculation and step by step process. Show free body diagram)arrow_forwardCalculate the shear force and bending moment for the beam subjected to the loads, then draw the shear force diagram and bending moment diagram.arrow_forward
- Problem 2 (a) Please compute and plot the shear force and bending moment diagrams for the beam shown below in Figure 2.1. Please use the method of sections to get the equations for shear force and bending moment, and use a computer to plot the diagrams and get the maximum value of bending moment. (b) For beam in problem 2-(a), suggest the lightest-weight wide-flange beam (use Appendix B) made of A-36 Structural Steel that avoids yielding with a factor of safety of at least 2. Use Sy (σy)=250 MPa. 50 kN/m Hinge 3@2m 6m = Figure 2.1arrow_forwardDraw free-body diagram of overhang beam subjected to various type of loading. Determine the maximum shear and moment. You can use Microsoft excel in making the V and M diagram.arrow_forwardDraw the shear force diagram for the following beam and indicate various values in the diagram along with calculation for making the shear force diagram.arrow_forward
- Construct the bending Moment (M) and Shearing force diagram for the beam.arrow_forwardA simply supported beam 10 m long has an overhang of 1.1 m at the left support. If a highway uniform load of 12.02 kN/m and a concentrated load of 194 kN, passes thru the beam, compute the maximum positive shear (kN) based on influence line for maximum shear at mid span.arrow_forwardUse the graphical method to construct the shearforceand bending-moment diagrams for the beams shown in Figurebelow . Label all significant points on each diagram, andidentify the maximum moments along with their respective locations.Clearly differentiate straight-line and curved portions of thediagrams.arrow_forward
- Calculate the maximum shear force at support and the maximum bending momentarrow_forwardCalculate the shear force V at the midpoint of the beamarrow_forwardQUESTION 3 If the allowable bending stresses for a beam in one application is 6 kip/in2 in tension. The cross-section of the beam is W8 x 40. If the beam is 10 foot long and simply supported and has a concentrated load applied at x = 3 ft as shown below. • Generate the shear force and bending moment diagram in terms of P; • Based on the allowable maximum bending moment you just obtained above, calculate/ input the mazimm allowable value of the load P: please, pay attention to units, and calculate your answer to 1 decimal place.. 3 ft 7 ft kip.arrow_forward
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