Elementary Reinforced Concrete Building Design
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In our eReader you can find the full English version of the book. Read Elementary Reinforced Concrete Building Design 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 Elementary Reinforced Concrete Building Design
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To quickly assess the difficulty of the text, read a short excerpt:
75 = 133 pounds per square inch. This high value is safe, however, since the upper ends of the stirrups are bent into the form of hooks.
The bond stress on the upper horizontal rods at the support is 14915 5 x 2. 74QX 16. 25 allowable value = 66. 8 pounds per square inch and is within the FIGURE 5 DESIGN AND REVIEW OF GIRDER.
The maximum moment in the girder has the same value when all of the load in one bay is considered as uniformly distributed on the girder, as it does when the load from one... floor beam is considered as concentrated at the center of the girder. The total load sup- ported by two floor beams is 59660 pounds, and the weight of the girder below the slab may be assumed as i itLS, where L is the span of the beam and 5 the span of the slab. This assumed weight is 11x4^x20x9 = 8910 pounds, and the total load is 68570 pounds.
1234260 inch pounds M = x 68570 xi8xi2 = 12 MI = 1, 234, 260 = 107. 4 With 6=13^ inches, d must be at least 29. 2 inches.
The distance to be covered by the side lagging must be at least 29.
What to read after Elementary Reinforced Concrete Building Design?
You can find similar books in the "Read Also" column, or choose other free books by Leonard Church Urquhart to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
75 = 133 pounds per square inch. This high value is safe, however, since the upper ends of the stirrups are bent into the form of hooks.
The bond stress on the upper horizontal rods at the support is 14915 5 x 2. 74QX 16. 25 allowable value = 66. 8 pounds per square inch and is within the FIGURE 5 DESIGN AND REVIEW OF GIRDER.
The maximum moment in the girder has the same value when all of the load in one bay is considered as uniformly distributed on the girder, as it does when the load from one... floor beam is considered as concentrated at the center of the girder. The total load sup- ported by two floor beams is 59660 pounds, and the weight of the girder below the slab may be assumed as i itLS, where L is the span of the beam and 5 the span of the slab. This assumed weight is 11x4^x20x9 = 8910 pounds, and the total load is 68570 pounds.
1234260 inch pounds M = x 68570 xi8xi2 = 12 MI = 1, 234, 260 = 107. 4 With 6=13^ inches, d must be at least 29. 2 inches.
The distance to be covered by the side lagging must be at least 29.
What to read after Elementary Reinforced Concrete Building Design?
You can find similar books in the "Read Also" column, or choose other free books by Leonard Church Urquhart to read onlineMoreLess
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