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    <loc>https://www.concretefibersolutions.com/resources/blog-post-title-one-ft2e8</loc>
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    <lastmod>2023-05-24</lastmod>
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    <loc>https://www.concretefibersolutions.com/resources/blog-post-title-two-344fx</loc>
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    <lastmod>2023-05-24</lastmod>
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      <image:title>Resources - Chicago Skyscraper Utilizes Steel Fiber Reinforcing - Make it stand out</image:title>
      <image:caption>Whatever it is, the way you tell your story online can make all the difference.</image:caption>
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  <url>
    <loc>https://www.concretefibersolutions.com/resources/blog-post-title-three-jgsc2</loc>
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    <priority>0.5</priority>
    <lastmod>2023-05-10</lastmod>
    <image:image>
      <image:loc>https://images.squarespace-cdn.com/content/v1/6453d7850f54592f5bb88267/1f826e99-813a-48d3-abb3-f083d2e6a833/Fig.-3-400x275.jpg</image:loc>
      <image:title>Resources - Steel Deck? Steel Fibers! - Make it stand out</image:title>
      <image:caption>Figure 3. Wire mesh must be hoisted to deck level and staged there before it is finally set in place. Each step takes time and costs money. In contrast, steel fibers arrive in the concrete truck and are placed along with the concrete, usually by pump.</image:caption>
    </image:image>
    <image:image>
      <image:loc>https://images.squarespace-cdn.com/content/v1/6453d7850f54592f5bb88267/26db11ab-ea5b-4f17-980e-13dddca4f46b/Fig.-4-400x344.jpg</image:loc>
      <image:title>Resources - Steel Deck? Steel Fibers! - Make it stand out</image:title>
      <image:caption>Figure 4. This concrete contains steel fibers at 25 pcy. The fibers had no noticeable effect on the concrete placement.</image:caption>
    </image:image>
    <image:image>
      <image:loc>https://images.squarespace-cdn.com/content/v1/6453d7850f54592f5bb88267/0eb468aa-370b-4d6f-903d-2fd7c7eaa0ab/Fig.-2-600x403.jpg</image:loc>
      <image:title>Resources - Steel Deck? Steel Fibers! - Make it stand out</image:title>
      <image:caption>Figure 2. Wire mesh sagging between supports. I bet it doesn’t look like this on the drawings.</image:caption>
    </image:image>
    <image:image>
      <image:loc>https://images.squarespace-cdn.com/content/v1/6453d7850f54592f5bb88267/b045fea0-fff9-4d5e-8c24-004fbf48b8dd/Fig.-1.jpg</image:loc>
      <image:title>Resources - Steel Deck? Steel Fibers! - Make it stand out</image:title>
      <image:caption>Figure 1. Steel deck designed for a composite slab. Corrugations make the deck stiff. Dimples connect the deck to the concrete slab, allowing composite action. This particular deck is W3 Formlok from Verco Decking, Inc. Other manufacturers may use different shapes but the principles, including the benefits of steel fibers, remain the same.</image:caption>
    </image:image>
    <image:image>
      <image:loc>https://images.squarespace-cdn.com/content/v1/6453d7850f54592f5bb88267/bb135c4e-92ee-49c1-9bd0-6cc2e895fdfa/Fig.-5-600x431.jpg</image:loc>
      <image:title>Resources - Steel Deck? Steel Fibers! - Make it stand out</image:title>
      <image:caption>Figure 5. Steel fibers need not interfere with pumping.</image:caption>
    </image:image>
    <image:image>
      <image:loc>https://images.squarespace-cdn.com/content/v1/6453d7850f54592f5bb88267/2e5e8eca-9103-45fb-8a06-611cb0f73daf/Fig.-6-400x277.jpg</image:loc>
      <image:title>Resources - Steel Deck? Steel Fibers! - Make it stand out</image:title>
      <image:caption>Figure 6. This concrete contains steel fibers at 25 pcy. They did not affect the finish.</image:caption>
    </image:image>
  </url>
  <url>
    <loc>https://www.concretefibersolutions.com/resources/blog-post-title-four-5yatm</loc>
    <changefreq>monthly</changefreq>
    <priority>0.5</priority>
    <lastmod>2023-05-24</lastmod>
    <image:image>
      <image:loc>https://images.squarespace-cdn.com/content/v1/6453d7850f54592f5bb88267/918a83c0-834b-4629-a343-e34250f6ad5d/Table-11.png</image:loc>
      <image:title>Resources - Unwelcome Guests -Exposed Steel Fibers at the Floor Surface - Make it stand out</image:title>
      <image:caption>Whatever it is, the way you tell your story online can make all the difference.</image:caption>
    </image:image>
    <image:image>
      <image:loc>https://images.squarespace-cdn.com/content/v1/6453d7850f54592f5bb88267/dada5a70-4c41-4b05-9eb5-a9aa6c9a7853/Table-3.png</image:loc>
      <image:title>Resources - Unwelcome Guests -Exposed Steel Fibers at the Floor Surface - Make it stand out</image:title>
      <image:caption>Figure 9. This graph shows the results of wear tests with a Chaplin machine. Eight surfaces were tested, each with and without a dry shake. A positive reading shows that the plain concrete surface was better than (that is, showed less wear than) the surface with the dry shake. A negative reading shows that the dry shake performed better than plain concrete. The first six test results all involve rock-based dry shakes, and all six show that the shakes reduced the floors’ resistance to wear. Only the last two test results — one with a dry shake made of straight cement, and the other with a metallic shake — reveal any benefit from the dry shakes. The dry shakes used to hide fibers are almost always rock-based, and cannot be expected to improve a floor’s resistance to wear.</image:caption>
    </image:image>
    <image:image>
      <image:loc>https://images.squarespace-cdn.com/content/v1/6453d7850f54592f5bb88267/284b7fd6-473b-4bba-9d12-5ccd4c04768e/Figure-2-300x233.jpeg</image:loc>
      <image:title>Resources - Unwelcome Guests -Exposed Steel Fibers at the Floor Surface - Make it stand out</image:title>
      <image:caption>Figure 2. Close-up of the floor from Figure 1. If you look hard enough, you can find a few spots like this one. But only a few.</image:caption>
    </image:image>
    <image:image>
      <image:loc>https://images.squarespace-cdn.com/content/v1/6453d7850f54592f5bb88267/06ec238c-6611-45b0-9846-d8c309ee2176/Figure-3-300x180.jpeg</image:loc>
      <image:title>Resources - Unwelcome Guests -Exposed Steel Fibers at the Floor Surface - Make it stand out</image:title>
      <image:caption>Figure 3. Exposed macrosynthetic fibers. Often when people complain of fiber sticking up, they are talking about macrosynthetics, not steel fibers.</image:caption>
    </image:image>
    <image:image>
      <image:loc>https://images.squarespace-cdn.com/content/v1/6453d7850f54592f5bb88267/050a52a0-1133-4ac4-828f-36e91ca7eeac/Figure-8-300x201.jpeg</image:loc>
      <image:title>Resources - Unwelcome Guests -Exposed Steel Fibers at the Floor Surface - Make it stand out</image:title>
      <image:caption>Figure 8. Dry shake that delaminated. Not every dry shake fails like this, but many do, and the results are never pretty. Would you risk this for the sake of covering a few steel fibers?</image:caption>
    </image:image>
    <image:image>
      <image:loc>https://images.squarespace-cdn.com/content/v1/6453d7850f54592f5bb88267/c56f1eba-2138-4313-a1a4-7ee183f625be/Figure-1-300x200.jpeg</image:loc>
      <image:title>Resources - Unwelcome Guests -Exposed Steel Fibers at the Floor Surface - Make it stand out</image:title>
      <image:caption>Figure 1. This warehouse floor is reinforced with 1-inch, Type II steel fibers at 70 pcy. Just walking around on it, you would be hard pressed to spot a fiber.</image:caption>
    </image:image>
    <image:image>
      <image:loc>https://images.squarespace-cdn.com/content/v1/6453d7850f54592f5bb88267/057bbe04-8121-40e8-a719-6b10e0a95a3b/Table-21.png</image:loc>
      <image:title>Resources - Unwelcome Guests -Exposed Steel Fibers at the Floor Surface - Make it stand out</image:title>
      <image:caption>Whatever it is, the way you tell your story online can make all the difference.</image:caption>
    </image:image>
    <image:image>
      <image:loc>https://images.squarespace-cdn.com/content/v1/6453d7850f54592f5bb88267/3bc4d97b-e567-4863-9948-ceea78bf3a16/Figure-4-300x170.jpeg</image:loc>
      <image:title>Resources - Unwelcome Guests -Exposed Steel Fibers at the Floor Surface - Make it stand out</image:title>
      <image:caption>Figure 4. More exposed macrosynthetic fibers. Steel fibers never stick up like this on a finished floor. They just don’t.</image:caption>
    </image:image>
    <image:image>
      <image:loc>https://images.squarespace-cdn.com/content/v1/6453d7850f54592f5bb88267/1683729473543-VWKR95PN5NZKG21XWYO4/Figure-5-150x150.jpeg</image:loc>
      <image:title>Resources - Unwelcome Guests -Exposed Steel Fibers at the Floor Surface</image:title>
    </image:image>
    <image:image>
      <image:loc>https://images.squarespace-cdn.com/content/v1/6453d7850f54592f5bb88267/1683729473589-25V8ZPTQP4MM935HEKZU/Figure-6-150x150.jpeg</image:loc>
      <image:title>Resources - Unwelcome Guests -Exposed Steel Fibers at the Floor Surface</image:title>
    </image:image>
    <image:image>
      <image:loc>https://images.squarespace-cdn.com/content/v1/6453d7850f54592f5bb88267/1683729474149-HSO39WM00P1N7VX3FD2F/Figure-7-150x150.jpeg</image:loc>
      <image:title>Resources - Unwelcome Guests -Exposed Steel Fibers at the Floor Surface</image:title>
    </image:image>
  </url>
  <url>
    <loc>https://www.concretefibersolutions.com/resources/the-long-and-short-of-it</loc>
    <changefreq>monthly</changefreq>
    <priority>0.5</priority>
    <lastmod>2023-05-10</lastmod>
    <image:image>
      <image:loc>https://images.squarespace-cdn.com/content/v1/6453d7850f54592f5bb88267/1031f055-ed10-4f67-989b-240268299e0c/three-fibers-jan-2016-300x198.jpeg</image:loc>
      <image:title>Resources - The Long and Short of It - Make it stand out</image:title>
      <image:caption>These steel fibers range in length from 1 to 2 inches. Though it may look less imposing, the 1-inch fiber in the middle is the best of the three for concrete workability, even distribution, lack of exposed fibers at the floor surface, and crack prevention.</image:caption>
    </image:image>
    <image:image>
      <image:loc>https://images.squarespace-cdn.com/content/v1/6453d7850f54592f5bb88267/721040a5-f5ef-4665-a3e9-a5c07aa6e4bf/exposed-fibers-at-floor-surface-jan-20161-300x201.jpeg</image:loc>
      <image:title>Resources - The Long and Short of It - Make it stand out</image:title>
      <image:caption>Exposed steel fibers, 2 inches long. Clearly more went wrong here than fiber length, but length was a contributing factor. Nothing as bad as this has ever been reported where 1-inch fibers were used.</image:caption>
    </image:image>
    <image:image>
      <image:loc>https://images.squarespace-cdn.com/content/v1/6453d7850f54592f5bb88267/335a42e8-51f5-4fe6-bc7e-965dff8bd739/januarygraph-300x203.png</image:loc>
      <image:title>Resources - The Long and Short of It - Make it stand out</image:title>
      <image:caption>This graph shows how the total length of fibers available to intercept cracks goes up as fibers get thinner. To make fibers thin without raising the risk of tangles, you have to make them short. To move left on the graph, you need shorter fibers.</image:caption>
    </image:image>
    <image:image>
      <image:loc>https://images.squarespace-cdn.com/content/v1/6453d7850f54592f5bb88267/39d49acc-0ab1-41a7-97b1-b7654e353ca0/fiber-count-jan-20161-300x200.jpeg</image:loc>
      <image:title>Resources - The Long and Short of It - Make it stand out</image:title>
      <image:caption>Fibers on the left are 1 inch long. Those on the right are 1-1/2 inches long. Both piles weigh the same, but the shorter fibers are more numerous and, more importantly, their total length is greater, making them better at preventing cracks.</image:caption>
    </image:image>
  </url>
  <url>
    <loc>https://www.concretefibersolutions.com/resources/steel-fibers-amp-rebar</loc>
    <changefreq>monthly</changefreq>
    <priority>0.5</priority>
    <lastmod>2023-05-10</lastmod>
    <image:image>
      <image:loc>https://images.squarespace-cdn.com/content/v1/6453d7850f54592f5bb88267/bdde4609-a53a-49d7-836b-ebff52d9015b/fiber-closeup-300x264.jpeg</image:loc>
      <image:title>Resources - Steel Fibers &amp;amp; Rebar - Make it stand out</image:title>
      <image:caption>Example 3: Only steel fibers can provide the dense distribution of steel needed to stop microcracks from growing.</image:caption>
    </image:image>
    <image:image>
      <image:loc>https://images.squarespace-cdn.com/content/v1/6453d7850f54592f5bb88267/ae665add-e86d-45ca-a0d2-66e7f38981cf/microcrach-300x262.jpeg</image:loc>
      <image:title>Resources - Steel Fibers &amp;amp; Rebar - Make it stand out</image:title>
      <image:caption>Example 5: Typical hairline crack in the Carteret floor. The pencil lead is 0.028 inch wide.</image:caption>
    </image:image>
    <image:image>
      <image:loc>https://images.squarespace-cdn.com/content/v1/6453d7850f54592f5bb88267/6303c4e3-abd7-47fa-90a0-3250d40719dc/wideslab-floor-1024x695.jpeg</image:loc>
      <image:title>Resources - Steel Fibers &amp;amp; Rebar - Make it stand out</image:title>
      <image:caption>Example 1: Wide Slab floor made with steel fibers at 67 pcy and joints 100 to 125 feet apart. The floor is free of visible cracks. Rebar could not have achieved this result.</image:caption>
    </image:image>
    <image:image>
      <image:loc>https://images.squarespace-cdn.com/content/v1/6453d7850f54592f5bb88267/f882fd0e-37c2-45d0-823c-e331e7d53ee2/long-strip-high-tolerance-190x300.jpeg</image:loc>
      <image:title>Resources - Steel Fibers &amp;amp; Rebar - Make it stand out</image:title>
      <image:caption>Example 4: Long-strip, high-tolerance floor by V. Paulius and Associates in Carteret, New Jersey. This slab is 15 feet wide and 344 feet long, with no transverse joints. It was reinforced with both steel fibers and rebar.</image:caption>
    </image:image>
    <image:image>
      <image:loc>https://images.squarespace-cdn.com/content/v1/6453d7850f54592f5bb88267/30e85603-baf2-45df-a54d-7df3b4b9e0f3/rebar-layout-300x200.jpeg</image:loc>
      <image:title>Resources - Steel Fibers &amp;amp; Rebar - Make it stand out</image:title>
      <image:caption>Example 2: Heavy continuous rebar in a long-strip floor slab. With bar ends lapped, rebar can provide continuity over any length. Steel fibers can’t do that.</image:caption>
    </image:image>
  </url>
  <url>
    <loc>https://www.concretefibersolutions.com/resources/you-say-your-slab-is-how-thick</loc>
    <changefreq>monthly</changefreq>
    <priority>0.5</priority>
    <lastmod>2023-05-10</lastmod>
    <image:image>
      <image:loc>https://images.squarespace-cdn.com/content/v1/6453d7850f54592f5bb88267/3e8238d6-961a-47df-8e38-f5ecf7dca15c/flexural-beams-November-2015-300x188.jpeg</image:loc>
      <image:title>Resources - You Say Your Slab is How Thick? - Make it stand out</image:title>
      <image:caption>Measuring flexural strength requires test beams. In this photo a lab technician is making 6″x6″x24″ beams for testing to ASTM C78.</image:caption>
    </image:image>
    <image:image>
      <image:loc>https://images.squarespace-cdn.com/content/v1/6453d7850f54592f5bb88267/6819c81f-bce9-4097-b183-cf98d1d179be/concrete-cylanders-for-november-2015-300x190.jpeg</image:loc>
      <image:title>Resources - You Say Your Slab is How Thick? - Make it stand out</image:title>
      <image:caption>Concrete cylinders are easy and cheap to make, but they won’t tell you the concrete’s flexural strength. That’s what you need to take full advantage of steel fibers in calculating slab thickness.</image:caption>
    </image:image>
  </url>
  <url>
    <loc>https://www.concretefibersolutions.com/resources/the-edge-is-the-enemy</loc>
    <changefreq>monthly</changefreq>
    <priority>0.5</priority>
    <lastmod>2023-05-10</lastmod>
    <image:image>
      <image:loc>https://images.squarespace-cdn.com/content/v1/6453d7850f54592f5bb88267/42381dc7-259d-4fb7-a1c7-d8640519672d/Garbergraph1-300x175.jpeg</image:loc>
      <image:title>Resources - The Edge is the Enemy - Graph 1</image:title>
      <image:caption>Effect of load on slab – With no dowels</image:caption>
    </image:image>
    <image:image>
      <image:loc>https://images.squarespace-cdn.com/content/v1/6453d7850f54592f5bb88267/47b90ebb-ffc8-4f9e-b021-517ad0524b8b/CFSlab-Floor-lesss-joints-150x300.png</image:loc>
      <image:title>Resources - The Edge is the Enemy - Figure 2</image:title>
      <image:caption>Figure 2, shows a wide-slab floor with far fewer edges. The overall floor dimensions are the same as in Figure 1, but here joints are spaced at 120 ft. Very little of the floor area lies within 3 ft of an edge. (The 3 ft dimension is arbitrary. If you believe edge effects extend more or less than 3 ft, feel free to redraw these sketches with the dimension of your choice.)</image:caption>
    </image:image>
    <image:image>
      <image:loc>https://images.squarespace-cdn.com/content/v1/6453d7850f54592f5bb88267/21ab983d-1224-4ee2-b5cc-50eae434bcbd/photo-2-150x150.jpeg</image:loc>
      <image:title>Resources - The Edge is the Enemy - Photo 2</image:title>
      <image:caption>palling and faulting at a joint in an old concrete floor. Damage like this can only occur at a slab edge.</image:caption>
    </image:image>
    <image:image>
      <image:loc>https://images.squarespace-cdn.com/content/v1/6453d7850f54592f5bb88267/151e38e9-786f-410b-91f5-8d73525579ea/garbergraph2-300x171.jpeg</image:loc>
      <image:title>Resources - The Edge is the Enemy - Graph 2</image:title>
      <image:caption>Effect of load on slab with dowels</image:caption>
    </image:image>
    <image:image>
      <image:loc>https://images.squarespace-cdn.com/content/v1/6453d7850f54592f5bb88267/804c07e4-012a-46a2-9e74-b20178b21fdf/Photo-1-150x150.jpeg</image:loc>
      <image:title>Resources - The Edge is the Enemy - Photo 1</image:title>
      <image:caption>Poorly made sawn joint in a new concrete floor. This can only occur at a slab edge.</image:caption>
    </image:image>
    <image:image>
      <image:loc>https://images.squarespace-cdn.com/content/v1/6453d7850f54592f5bb88267/0a39b196-aa96-4f32-b46c-fc48681eed30/120-x-240-floor-with-joints-149x300.png</image:loc>
      <image:title>Resources - The Edge is the Enemy - Figure 1</image:title>
      <image:caption>Figure 1, shows a conventional floor with lots of edges. The floor is 120 ft wide and 240 ft long. Joints are spaced at 12 ft. Shaded areas lie within 3 ft of an edge.</image:caption>
    </image:image>
  </url>
  <url>
    <loc>https://www.concretefibersolutions.com/resources/specifying-steel-fibers-is-easier-now-that-ibc-2015-has-adopted-sdi-c-2011</loc>
    <changefreq>monthly</changefreq>
    <priority>0.5</priority>
    <lastmod>2023-05-10</lastmod>
  </url>
  <url>
    <loc>https://www.concretefibersolutions.com/resources/noteworthy-news-from-the-aci-302360-meetings</loc>
    <changefreq>monthly</changefreq>
    <priority>0.5</priority>
    <lastmod>2023-05-10</lastmod>
    <image:image>
      <image:loc>https://images.squarespace-cdn.com/content/v1/6453d7850f54592f5bb88267/011c5bc3-af46-4fcf-bfcd-fd9376194299/ACI-Flow-chart-150x150.jpeg</image:loc>
      <image:title>Resources - Noteworthy News from the ACI 302/360 Meetings - Photo 3</image:title>
      <image:caption>ACI Vapor Barrier Flow Chart</image:caption>
    </image:image>
    <image:image>
      <image:loc>https://images.squarespace-cdn.com/content/v1/6453d7850f54592f5bb88267/16120a83-d5b1-4c53-bff9-55b1905f80e6/GeorgeGarber-tool-150x150.jpeg</image:loc>
      <image:title>Resources - Noteworthy News from the ACI 302/360 Meetings - Photo 1</image:title>
      <image:caption>Chaplin Testing Apparatus</image:caption>
    </image:image>
    <image:image>
      <image:loc>https://images.squarespace-cdn.com/content/v1/6453d7850f54592f5bb88267/16d6f1d9-d4bb-4b4f-88b5-9b48f6380777/Plain-vs-dry-shakes-graph-april-2015-150x150.jpeg</image:loc>
      <image:title>Resources - Noteworthy News from the ACI 302/360 Meetings - Photo 2</image:title>
      <image:caption>Graphic representation of George Garber’s Findings</image:caption>
    </image:image>
  </url>
  <url>
    <loc>https://www.concretefibersolutions.com/resources/concrete-mythbuster-2-as-slab-thickness-increases-so-must-the-fiber-dosage</loc>
    <changefreq>monthly</changefreq>
    <priority>0.5</priority>
    <lastmod>2023-05-10</lastmod>
  </url>
  <url>
    <loc>https://www.concretefibersolutions.com/resources/concrete-mythbuster-1-type-i-vs-type-ii-fiber-performance</loc>
    <changefreq>monthly</changefreq>
    <priority>0.5</priority>
    <lastmod>2023-05-10</lastmod>
  </url>
  <url>
    <loc>https://www.concretefibersolutions.com/resources/cfs-design-tool-improves-slab-performance</loc>
    <changefreq>monthly</changefreq>
    <priority>0.5</priority>
    <lastmod>2023-05-10</lastmod>
    <image:image>
      <image:loc>https://images.squarespace-cdn.com/content/v1/6453d7850f54592f5bb88267/36c4e9c2-0a57-43ca-8c9b-e6478fb33161/Slab-Calculator-300x295.png</image:loc>
      <image:title>Resources - CFS Design Tool Improves Slab Performance - Make it stand out</image:title>
      <image:caption>Whatever it is, the way you tell your story online can make all the difference.</image:caption>
    </image:image>
  </url>
  <url>
    <loc>https://www.concretefibersolutions.com/home-1</loc>
    <changefreq>daily</changefreq>
    <priority>1.0</priority>
    <lastmod>2025-08-28</lastmod>
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