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<br />Table 1,1
<br />Table 1,2,
<br />Table 6.1,
<br />Table 6,2,
<br />Table 6.3.
<br />
<br />Table 6.4.
<br />Table 6.5,
<br />Table 6,6.
<br />Table 7.1-
<br />Table 7,2.
<br />Table 7.3.
<br />Table 10,1-
<br />Table 10,2.
<br />Table 14,1.
<br />Table 14,2.
<br />Table 15,1.
<br />
<br />vII
<br />
<br />LIST OF TABLES
<br />
<br />Classification of Floodproofed Structures. , , , , , . . . . , . . , . . . . . . . . . . . . , , . . . . . , , 2
<br />Classification of Specific Floodproofing Measures. . , , . . . . . , , . . . . . . . , , . . . . . , . 2
<br />Effective Equivalent Fluid Weights...,...,.,."...,...,...., "......,'....., 46
<br />Unified Soil Classification System..,......"., .....,....",......"" ...." 47
<br />Loading Considerations in Basement Design
<br />Using Equivalent Fluid Weights..""...,.,.... "".,." ""...,.. "....",. 47
<br />Drag Coefficients. . . , . , . . . . , , , , . . . . , . , . . . . . , , . . . . . . . , . . . , , , , . . . . . . . , , . , . . ., 47
<br />Multiplying Factors for Depth of Scour at Skewed Piers.."".......,....." 54
<br />Loads Created By Flood Conditions, , . . . , . , , . . . . . , , , . , . . . . , . . . . . . . , , . . . 56
<br />Freeboard Requirements.. . , , , . . . . . , , , . . , . , . . . . . , , . , . . ' . . , . . . , , , . . . , . . , 57
<br />Minimum Pier Requirements"..,.".....,.....",....".......",...., 61
<br />Superstructure Anchorage Fastening Schedule. . . . . , . , . . . , . , . , . . . , . . . , . . , 63
<br />Flooring Materials. . , , , . . . , , , , . . . . . , , . . . . . , . , . . . , , , . . . . , . , , . . . . . . ' . . . . , 84
<br />Wall and Ceiling Materials, . , . . . . , , , . . . . , , , . . , . , , . . . . . . , , . . . . . . , , , . . . . 85
<br />Chain and Cable Sizes and Strengths. , . . , , . . . . , . , ' . . . . . , . . . . , , , , . , , . . . , . , . . 114
<br />Anchor System Alternatives, , , . . , , , . . , , , . . . . . . . , , ' . . , , , . , . . . , , . . . . . . , , , . . . , 124
<br />Calculation of Probable Flood Damages,........., ..." ..... ",......"....136
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