FEMA P55 Coastal Construction Manual, Fourth Edition - Mad Cad

9 DESIGNING THE BUILDING Volume II
EXAMPLE 9.6. UPLIFT LOAD PATH FOR SUPPORT BEAM-TO-PILE (concluded)
Uplift load at center pile connection = (9.33 ft)(463.2 plf )= 4,322 lb
Uplift load at end pile connection = (4.67 ft)(463.2 plf) = 2,163 lb
Solution for #2: The number of bolts required for the support beam-to-pile connections can be
determined as follows:
Connection at center pile (number of bolts) =
3 bolts at support beam-to-pile connection
2 bolt at support beam-to-pile connection
Figure 9-19.
Diaphragm stiffening and
corner pile bracing to
reduce pile cap rotation
9-20 COASTAL CONSTRUCTION MANUAL