Examples in Applied Mechanics And Elementary Theory of Structures
Examples in Applied Mechanics And Elementary Theory of Structures
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In our eReader you can find the full English version of the book. Read Examples in Applied Mechanics And Elementary Theory of Structures Online - link to read the book on full screen. Our eReader also allows you to upload and read Pdf, Txt, ePub and fb2 books. In the Mini eReder on the page below you can quickly view all pages of the book - Read Book Examples in Applied Mechanics And Elementary Theory of Structures
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Fig. 2.
5. A bent rod ABGD is fixed horizontally at A in a vertical wall and loaded in the manner shewn in Fig. 3.
The weight of the rod is 3 Ibs. Per foot run.
Draw to scale the Bending Moment Diagrams for the lengths DC, CB and BA.
!
*J in Fig. 3.
6. In Fig. 4 CDE is a beam hinged at its extremity C and supported horizontally by the tie rods AE and BD attached to 31 the fixed points A and B. Assuming that the beam is absolutely rigid, and that the tie rods are made of the same material, deter...mine the tensile stress set up in each rod.
W Tona.
Fig. 4.
7. Two planks each 12" broad are laid across a 20 foot gap, one plank resting upon the other. Transverse strips are interposed between the planks so that the top plank only bears on the under plank at the middle and end sections. The top plank is 1 inch thick, the under plank is 2 inches thick and a load of 150 Ibs. Is supported at the middle of the upper plank. Determine the greatest fibre stress set up in each plank.
8. The section of a girder is as follows: Flanges 12" x 1", web 48" x %'.
What to read after Examples in Applied Mechanics And Elementary Theory of Structures?
You can find similar books in the "Read Also" column, or choose other free books by Charles Edward Inglis to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
Fig. 2.
5. A bent rod ABGD is fixed horizontally at A in a vertical wall and loaded in the manner shewn in Fig. 3.
The weight of the rod is 3 Ibs. Per foot run.
Draw to scale the Bending Moment Diagrams for the lengths DC, CB and BA.
!
*J in Fig. 3.
6. In Fig. 4 CDE is a beam hinged at its extremity C and supported horizontally by the tie rods AE and BD attached to 31 the fixed points A and B. Assuming that the beam is absolutely rigid, and that the tie rods are made of the same material, deter...mine the tensile stress set up in each rod.
W Tona.
Fig. 4.
7. Two planks each 12" broad are laid across a 20 foot gap, one plank resting upon the other. Transverse strips are interposed between the planks so that the top plank only bears on the under plank at the middle and end sections. The top plank is 1 inch thick, the under plank is 2 inches thick and a load of 150 Ibs. Is supported at the middle of the upper plank. Determine the greatest fibre stress set up in each plank.
8. The section of a girder is as follows: Flanges 12" x 1", web 48" x %'.
What to read after Examples in Applied Mechanics And Elementary Theory of Structures?
You can find similar books in the "Read Also" column, or choose other free books by Charles Edward Inglis to read onlineMoreLess
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