Machine Elements in Mechanical Design (6th Edition) (What's New in Trades & Technology)
6th Edition
ISBN: 9780134441184
Author: Robert L. Mott, Edward M. Vavrek, Jyhwen Wang
Publisher: PEARSON
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(13%) Problem 5: A shop sign weighing m;g hangs from one end of a uniform beam weighing mpg. A hinge attaches the
other end of the beam to a wall. The beam has a length of l1. A cable is attached to the beam a distance l2 from the hinge to
help support the beam. The cable makes an angle 0 with the beam as shown.
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Paul's
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E A 13% Part (a) On the following free body diagram, draw all of the forces acting on the beam, representing the forces as vectors. Use a coordinate systen
with the x-axis on the horizontal (along the length of the beam) and the y-axis vertical (perpendicular to the beam). Use "wb" for the weight of the beam, "ws"
for the weight of the sign, "FT" for the force of tension, and "H" for the force on the hinge. Finally, since we don't know the angle that the force on the hinge
will act based on the diagram alone, let it be acting at an angle be denoted "o" from the positive y-axis.
I A 13% Part (b) Using the free body diagram from part (a), write an…
Write the relations used to find the forces in compound bars made of two materials subjected to tension.
The following data is refers to a screw jack.
The vertical load on the screw320kN
Force applied at the lever end whose length=80cm
The mean radius of the screw=2.5cm
Pitch of the screw=1cm
Co-efficient of friction between the screw thread and the
nut=0.15
Determine the force on the lever end while raising the load and
efficiency of the screw jack
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- Calculate Strain energy for truss FC. Enter your answer in J to 2 decimal places.arrow_forwardIf the flexural rigidity of the column is doubled, and length of the simply supported column is halved, then the strength of the column is increased to how many timesarrow_forwardThe following data is referring to a screw jack. The vertical load on the screw = 20kN Force applied at the lever end whose length = 80cm The mean radius of the screw = 2.5cm Pitch of the screw =1cm Co-efficient of friction between the screw thread and the nut = 0.15 Determine the force on the lever end while raising the load and efficiency of the screw jackarrow_forward
- PROBLEM 1: Compute for the force in each member of the truss shown in FIGURE 1. Indicate in your solutions if the force is in tension or in compression. FIGURE 1 Height of truss= 0.75 Length of horizontal members= 1.00 60 kN B F 25 kN How many members does the truss have? How many support reactions does the truss have? How many joints does the truss have? Considering the number of supports, joints, and members this truss has, this truss is considered What are the force in member: АВ, ВС, CD, AE, ВЕ, СЕ, ЕF, CF, DFarrow_forwardWrite a short explanation for the following terms: 1. Tensile, Compressive and Shear Loads 2. Bending, Torsion and Buckling 3. Stress 4. Strain 5. Young's Modulus of Elasticity 6. Design Limit Load & Design Ultimate load 7. Safe-life 8. Fail-safe structure 9. Fatigue 10. Loads on fuselagearrow_forwardCalculate the tensile stress (in Mpa) in a suspension bridge supporting cable, of diameter of 50 mm, which pulls up on the roadway with a force of 4 kN. 1.8 MPa 3.01 MPa 4.1 MPa 2.0 MPaarrow_forward
- A mild steel tie-rod has to carry an axial load of 60KN. The maximum permissible stress is 200N/mm2. Calculate a suitable diameter for the rod.arrow_forwardA structural support for a machine will be subjected to a static tensile load of 16.0 kN.Specify suitable dimensions for the cross section of the rod.arrow_forwardThe 200 x 200 x 1,250-mm oak [E-12 GPa] block (2) shown is reinforced by bolting two 5 x 200 x 1,250 mm steel [E - 200 GPa] plates (1) to opposite sides of the block. A concentrated load of 300 kN is applied to a rigid cap. Assume P-300 kN, L-1.25 m. Determine (a) the normal stresses in the steel plates (1) and the oak block (2). (b) the shortening of the block when the load is applied. B (1) Answers: A₁- A₂- i Part 2 Calculate the cross-sectional area of each steel plate, A₁, and the cross-sectional area of the oak block, Az. i Save for Later P CL (2) C Answer: F₂/F₁- CL Save for Later CL (1) mm² mm² Derive a compatibility equation using force-deformation relationships substituted into a geometry-of-deformation relationship. Express the compatibility equation here as the ratio of the force in the oak block, F₂, to the force in each steel plate, F₁. Attempts: 0 of 1 used Submit Answer Attempts: 0 of 1 used Submit Answerarrow_forward
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