Compressive strength is $0\mathrm{.}01984375$Assignment $5$

Determination of the mechanical properties of mortar specimens

$(\frac{w}{c}\frac{?}{s}=\frac{0\mathrm{.}485}{1\mathrm{.}0}\frac{?}{2\mathrm{.}75})$ subjected to uniaxial compression according to

the ASTM C$349-18.$

Secant Modulus

Chord Modulus

Tangent Modulus

Dynamic Modulus

Use:

Where:

$=$stress$(MPa)$

Where:

$P=$Load$(N)$

$=$strain$(m\frac{m}{m}m)$

$A=$ Cross sectional area of the cylinder is $L_0=$ Height of cylinder

the diameter, $=3\mathrm{.}14)$

The Load$-$Deflection data is included in the attached excel file W$8-$

C$349($Data$)$