Moments And Stresses in Slabs
Moments And Stresses in Slabs
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In our eReader you can find the full English version of the book. Read Moments And Stresses in Slabs 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 Moments And Stresses in Slabs
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* The test was made with a two- way reinforoed-concrete and hollow tile Hour slab, in. Thick, with 18 panels. Fig. 42 shows the plan of the floor. The tiles are G in. By 12 in. By 12 in. , open at the ends so as to allow the concrete to How in, filling up a part of the tile. The tiles are separated by 4-in. Concrete ribs in both directions. Each rib is reinforced by a ^-in. Round bar at the bottom, and, in addition, in the part of the rib near the panel edges, by a ^-in. Round bar at the top. T...he yield point of the steel was 54, 000 Ib. Per sq. In.
Large negative moments were produced at the edges by loading all the panels and the cantilevers adjacent to B, C, and E, at the same time. Results of this part of the test are shown in Table XII. The applied load on each panel was a nearly uniformly distributed load, consisting of four piles of bricks with 18-in. Aisles. Equivalent entirely uniformly distributed applied loads were derived by multiplying the average applied loads (within the areas defined by the clear spans) by the factors 0.
What to read after Moments And Stresses in Slabs?
You can find similar books in the "Read Also" column, or choose other free books by Harold Malcolm Westergaard to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
* The test was made with a two- way reinforoed-concrete and hollow tile Hour slab, in. Thick, with 18 panels. Fig. 42 shows the plan of the floor. The tiles are G in. By 12 in. By 12 in. , open at the ends so as to allow the concrete to How in, filling up a part of the tile. The tiles are separated by 4-in. Concrete ribs in both directions. Each rib is reinforced by a ^-in. Round bar at the bottom, and, in addition, in the part of the rib near the panel edges, by a ^-in. Round bar at the top. T...he yield point of the steel was 54, 000 Ib. Per sq. In.
Large negative moments were produced at the edges by loading all the panels and the cantilevers adjacent to B, C, and E, at the same time. Results of this part of the test are shown in Table XII. The applied load on each panel was a nearly uniformly distributed load, consisting of four piles of bricks with 18-in. Aisles. Equivalent entirely uniformly distributed applied loads were derived by multiplying the average applied loads (within the areas defined by the clear spans) by the factors 0.
What to read after Moments And Stresses in Slabs?
You can find similar books in the "Read Also" column, or choose other free books by Harold Malcolm Westergaard to read onlineMoreLess
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