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<br />Figures
<br />
<br />4,58
<br />
<br />4.59
<br />
<br />5,1
<br />
<br />Page
<br />
<br />Separate Utility Service
<br />Tank Foundation""",., .69
<br />Connected Utility Service
<br />Tank Foundation , , , , , , , , , ,70
<br />Single Section General
<br />Comparison of Material
<br />Costs "",."."""",,75
<br />
<br />Figures
<br />
<br />5,2
<br />
<br />F,1
<br />F,2
<br />
<br />Page
<br />
<br />Double Section General
<br />Comparison of Material
<br />Costs """"',"""", 75
<br />Design Worksheet, , , , , , , , 103
<br />Design Plan , , , , , , , , , , , , , 105
<br />
<br />LIST OF TABLES
<br />
<br />4,1
<br />4.2
<br />4,3
<br />4.4
<br />4,5
<br />4.6
<br />4,7
<br />4.8
<br />4,9
<br />4,10
<br />
<br />4,11
<br />
<br />4.12
<br />4,13
<br />4,14
<br />4.15
<br />4,16
<br />4,17
<br />
<br />4.18
<br />
<br />4,19
<br />
<br />4.20
<br />
<br />4,21
<br />
<br />Lateral Forces , , . , , , '. , , , , ,35
<br />Buoyancy Forces, , , , . , , , , ,36
<br />Drag Forces, , , , , , , , , , , . , ,37
<br />Impact Forces " , , , , , , , , , ,39
<br />Depth of Scour "".,.",,40
<br />Building Loads, , , , , , , , , . , ,41
<br />Building Loads, , . , , , . , , , , ,41
<br />Building Loads, , , , , , . , , , , ,42
<br />Building Loads, , , , , , . , , , , .42
<br />Maximum Vertical Member
<br />Load, , , , . , , , , " , , , . , . , , .47
<br />
<br />Minimum Acceptable Pier
<br />Designs """""""",50
<br />
<br />Ground Anchor Spacing , , , ,52
<br />Vertical Member Capacity, , .54
<br />ttertical Member Capacity, , ,55
<br />
<br />Vertical Member Capacity, , .56
<br />Vertical Member Capacity, , ,57
<br />Minimum Sawn Lumber
<br />Horizontal Beam """"" 60
<br />
<br />Minimum Sawn Timber
<br />Cross Bracing """"",,61
<br />Minimum Sawn Timber
<br />Cross Bracing ,." , , . , . , , ,62
<br />
<br />Minimum Sawn Timber
<br />Bracing at Each End, , , , , , ,62
<br />
<br />Number and Diameter of
<br />Bolts at Connection of
<br />Horizontal Beams to Square
<br />Vertical Members, , , , , , , , , ,63
<br />
<br />4,22
<br />
<br />4.23
<br />
<br />4,24
<br />
<br />4.25
<br />
<br />4,26
<br />4,27
<br />
<br />5.1
<br />
<br />5.2
<br />
<br />5,3
<br />5.4
<br />5.5
<br />
<br />5.6
<br />5,7
<br />
<br />5,8
<br />E,1
<br />E.2
<br />
<br />E.3
<br />
<br />Number and Diameter of
<br />Bolts at Connection of
<br />Horizontal Beams to Round
<br />Vertical Members, , , , , . , , , ,64
<br />Minimum Bolt Spacing
<br />Distances Square Vertical
<br />Members "."""""",64
<br />Minimum Bolt Spacing
<br />Distances Round Vertical
<br />Members """"",.",,64
<br />Minimum Nominal Lag
<br />Screw Size, , , , , . , , , , , , , , ,65
<br />Bolt Capacity , , , , , , , , . , , , ,66
<br />Diagonal Loading per Foot
<br />of Manufactured Home, , , , ,67
<br />Conventional Installation
<br />Costs for Single Section , , , ,72
<br />Conventional Installation
<br />Costs for Double Section ",72
<br />Earth Fill Costs " , . , , , , , , ,72
<br />Pier Costs """"""",73
<br />Cost per Foot of
<br />Manufactured Home , , , , , , ,73
<br />Post and Pile Costs, , , , , , , ,74
<br />Cost per Foot of
<br />Manufactured Home, . , , , , ,74
<br />Jacking Costs "",.,.",,74
<br />Vertical Tension, " , ". " , ,99
<br />Minimum Spacing Between
<br />Ground Anchors, " , .. . ,,100
<br />Minimum Spacing Between
<br />Ground Anchors "",'" ,101
<br />
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