Problem $1$: $(30)$ bolfs in standard holes as shown in the figore bellow. Deformation is important. The plate and angle are both AsTMM A$572$ Gr$.90$ steel.

SECTION

Find: Determine strength of the above connection, considering only the following limits:

Answers:

A$.$ Nominal Bolt Bearing Strength $$ kips $(5)$

B$.$ Nominal Bolt Tearout Strength $$ kips $(5)$

C$.$ Nominal Bolt Shear Strength $$ kips $(5)$

D$.$ Nominal Slip Resistance Strength $($class B$)$ kips$(5)$

E$.$ Strength of Bearing$-$type connection $($ASD$)$ kips $(5)$

F$.$ Strength of Slip$-$critical type connection $($ASD$)$ kips $(5)$