SITUATION 3: A shelf is being designed to hold crates having a total mass of 1840 kg. Two support steel rods in the figure will hold the shelf. Assume that the center of gravity of the crates is at the middle of the shelf and the shelf is rigid. Neglect the weight of the shelf and the rods. 1. Calculate the required diameter (mm) of the rod the stress is limited to 110 MPa. 2. If the diameter of the rods is 25 mm, calculate the vertical displacement (mm) of the rod-shelf connection. 3. If the diameter of the rods is 25 mm, calculate the horizontal displacement (mm) of the rod-shelf connection. ASNWERS: 12.36 mm; 0.5018 mm; 0.1613 mm Circular rod 20° Shelf 1200 mm Two rods support the shelf
SITUATION 3: A shelf is being designed to hold crates having a total mass of 1840 kg. Two support steel rods in the figure will hold the shelf. Assume that the center of gravity of the crates is at the middle of the shelf and the shelf is rigid. Neglect the weight of the shelf and the rods. 1. Calculate the required diameter (mm) of the rod the stress is limited to 110 MPa. 2. If the diameter of the rods is 25 mm, calculate the vertical displacement (mm) of the rod-shelf connection. 3. If the diameter of the rods is 25 mm, calculate the horizontal displacement (mm) of the rod-shelf connection. ASNWERS: 12.36 mm; 0.5018 mm; 0.1613 mm Circular rod 20° Shelf 1200 mm Two rods support the shelf
Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter1: Tension, Compression, And Shear
Section: Chapter Questions
Problem 1.4.10P: A long re Lai nine: wall is braced by wood shores set at an angle of 30° and supported by concrete...
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Transcribed Image Text:SITUATION 3: A shelf is being designed to hold crates having a total mass
of 1840 kg. Two support steel rods in the figure will hold the shelf.
Assume that the center of gravity of the crates is at the middle of the
shelf and the shelf is rigid. Neglect the weight of the shelf and the rods.
1. Calculate the required diameter (mm) of the rod the stress is
limited to 110 MPa.
2. If the diameter of the rods is 25 mm, calculate the vertical
displacement (mm) of the rod-shelf connection.
3. If the diameter of the rods is 25 mm, calculate the horizontal
displacement (mm) of the rod-shelf connection.
ASNWERS: 12.36 mm; 0.5018 mm; 0.1613 mm
Circular rod
20°
Shelf
1200 mm
Two rods support
the shelf
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