EBK MATERIALS FOR CIVIL AND CONSTRUCTIO
EBK MATERIALS FOR CIVIL AND CONSTRUCTIO
4th Edition
ISBN: 8220102719569
Author: 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?
What is the permissible tensile strength of concrete , M150 ?
A concrete masonry unit is tested for compressive strength and produces thefollowing results:Failure load = 120,000 lbGross area = 130 in2Gross volume = 960 in3Net volume = 447 in3Is the unit categorized as solid or hollow? Why? What is the compressivestrength? Does the compressive strength satisfy the ASTM requirements forload bearing units shown in Table 8.2?
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