MindTap Construction for Spence/Kultermann's Construction Materials, Methods and Techniques, 4th Edition, [Instant Access], 4 terms (24 months)
MindTap Construction for Spence/Kultermann's Construction Materials, Methods and Techniques, 4th Edition, [Instant Access], 4 terms (24 months)
4th Edition
ISBN: 9781305635289
Author: William P. Spence; Eva Kultermann
Publisher: Cengage Learning US
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Chapter 8, Problem 17RQ
To determine

The types of fibers used in production of fiber-reinforced concrete.

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A1.3- Given the floor plan shown in Figure 3. The thickness of the slab is 150mm. The floor finish, ceiling and partition load is 1.8 kN/m². The live load on the floor is 2.4 kN/m². The beams cross section dimension is 300mmx600mm. Assuming the unit weight of concrete is equal to 24 kN/m². It is required to: a) Show tributary areas for all the beams on the plan; b) Calculate the load carried by beams B1 (on gridline A, between 1 and 3), B2 (on gridline B, between 1 and 3)and B3 (on gridline 3, between A and C); c) Calculate the load carried by column C1 per floor (ignore the self weight of the column). A 1 B1 2 B2 B Cl 8.0 m Figure 3 8.0 m B3 23 3 *2.0m 5.0 m 4.0 m +1.5m+
Please show all steps and make sure to use the type of coordinate system (tangential/normal) specified.
Find required inlet length to intercept the entire flow and the capacity of a 3m long curb inlet. A gutter with z=20, n=0.015 and a slope of %1 caring a flow of 0.25 S m³/s curb depression (a=60 mm). Assume the only %75 of the upstream flow will be intercepted, what the length of curb inlet will be needed.
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Aggregates in Concrete Mix Design; Author: Tyler Ley;https://www.youtube.com/watch?v=sNz3kBKKpvw;License: Standard Youtube License