Explain step by step including the calvulation part. Show all work of how you got anwers. 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.

One $(1)$ Horizontal bolt, $5$ vertical bolts, $3"$ bolt spacing, $3^{\text{'}\text{'}}$ eccentricity

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

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

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

Three $(3)$ Horizontal bolts, $5$ vertical bolts, $3^{\text{'}\text{'}}$ bolt spacing, $5"$ eccentricity

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

Four $(4)$ Horizontal bolts, $6$ vertical bolts, $4"$ bolt spacing, $9^{\text{'}\text{'}}$ eccentricity

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

PLEASE REFER TO STEEL MANUAL FOR SCM PART $7$