Explain in detail this sample problem using Steel Manual with appropiate tables. PART $1$ four separate submittals

Use ELASTIC METHOD SCM PART $7$ to calculate the following bolt group capacities for eccentric loading. Compare EM results to PART $7$ eccentric bolt group tables.

$1.$ One $(1)$ Horizontal bolt, $5$ vertical bolts, $3$ bolt spacing, $3$ eccentricity

a$.$ BOLTS: $3/4"$ diameter, A$325$ SCB$,$ STD hole, S loading

$2.$ Two $(2)$ Horizontal bolts, $4$ vertical bolts, $3$ bolt spacing, $3\mathrm{.}5$ eccentricity

a$.$ BOLTS: $1$ diameter, A$490$ SCA, OVS, S

$3.$ Three $(3)$ Horizontal bolts, $5$ vertical bolts, $3$ bolt spacing, $5$ eccentricity

a$.$ BOLTS: $7/8$ diameter, A$325$ SCB$,$ STD$,$ S

$4.$ Four $(4)$ Horizontal bolts, $6$ vertical bolts, $4$ bolt spacing, $9$ eccentricity

a$.$ BOLTS: $11/8$ diameter, A$490$ SCA, OVS, S