GIVEN $-$ TENSION STRUT

GLULAM $48$ SP COMBINATION

$5\mathrm{.}125$ inches wide $12\mathrm{.}375$ inches deep

A $36$ Steel knife plate in the center of the member.

$0\mathrm{.}375$ inches thick

$12\mathrm{.}375$ inches deep

$3/4"$A$307$ bolts $-$ Use full diameter

Holes are $\frac{1}{16}"$ oversize

$5\mathrm{.}125"$

${0\mathrm{.}375}^{\text{'}\text{'}}{12\mathrm{.}325}^{\text{'}\text{'}}$

STEEL PLATE

Main is St

FIND Use NDS Equations for group tear out

side mumb

Capacity of the connection based on is wou

Row Tear$-$Out & Group Tear$-$Out