Materials for Civil and Construction Engineers (4th Edition)
Materials for Civil and Construction Engineers (4th Edition)
4th Edition
ISBN: 9780134320533
Author: Michael S. Mamlouk, John P. Zaniewski
Publisher: PEARSON
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Chapter 8, Problem 8.4QP
To determine

The shape of the concrete masonry, the compressive strength of the concrete masonry, and check for compressive strength against ASTM requirement.

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A concrete masonry unit is tested for compressive strength and produces the following results: Failure load = 120 kips Gross area = 130 in 2 Gross volume = 960 in 3 Net volume = 447 in 3 a) is this unit categorized as solid or hollow? b) what is the compressive strength? c) does the compressive strength satisfy the ASTM requirements for load bearing units?
A concrete masonry unit is tested for compressive strength and produces the following results: Failure load = 120,000 lb Gross area = 130 sq.in Gross volume 960 cu. in Net volume = 447 cu.in Is the unit categorized as solid or hollow? Why? What is the compressive strength? Does the compressive strength satisfy the ASTM requirements for load bearing units shown? ... TABLE 8.2 Strength Requirements of Load Bearing and Non-Load- Bearing Concrete Masonry Units (Reprinted, with permission, from ASTM C90, Table 3 and C129, Table 2, copyright ASTM International, 100 Barr Harbor Drive, West Conshohocken, PA 19428) Minimum Compressive Strength Based on Net Area MPa (psi) Туре Average of Three Units Individual Units Load bearing 13.1 (1900) 11.7 (1700) Non-load-bearing 4.1 (600) 3.5 (500)
What is the permissible tensile strength of concrete , M150 ?
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