Slides
> Slide 1
> Slide 2
> Slide 3
> Slide 4
> Slide 5
> Slide 6
> Slide 7
> Slide 8
> Slide 9
> Slide 10
> Slide 11
> Slide 12
> Slide 13
> Slide 14
> Slide 15
> Slide 16
> Slide 17
> Slide 18
> Slide 19
> Slide 20
> Slide 21
> Slide 22
> Slide 23
> Slide 24
> Slide 25
> Slide 26
> Slide 27
> Slide 28
> Slide 29
> Slide 30
> Slide 31
> Slide 32
> Slide 33
> Slide 34
> Slide 1
> Slide 2
> Slide 3
> Slide 4
> Slide 5
> Slide 6
> Slide 7
> Slide 8
> Slide 9
> Slide 10
> Slide 11
> Slide 12
> Slide 13
> Slide 14
> Slide 15
> Slide 16
> Slide 17
> Slide 18
> Slide 19
> Slide 20
> Slide 21
> Slide 22
> Slide 23
> Slide 24
> Slide 25
> Slide 26
> Slide 27
> Slide 28
> Slide 29
> Slide 30
> Slide 31
> Slide 32
> Slide 33
> Slide 34
Mechanical Anchor Strength in Stone Masonry
After the tension and shear tests, cores were taken of some specimens. Select cores were chosen to be destructively tested for compressive strength. The samples were prepared in accordance with ASTM C1552 and tested in accordance with ASTM C170.
After the tension and shear tests, cores were taken of some specimens. Select cores were chosen to be destructively tested for compressive strength. The samples were prepared in accordance with ASTM C1552 and tested in accordance with ASTM C170.