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TABLES
FOR DESIGN OF LIQUID RETAINING STRUCTURES |
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| 1 | MOMENT COEFFICIENT FOR INDIVIDUAL WALL PANEL, TOP & BOTTOM HINGED, VERTICAL EDGES FIXED |
| 2 | MOMENT COEFFICIENT FOR INDIVIDUAL WALL PANEL, TOP FREE, BOTTOM HINGED, VERTICAL EDGES FIXED |
| 3 | MOMENT COEFFICIENT FOR INDIVIDUAL WALL PANEL, TOP FREE, BOTTOM & VERTICAL EDGES FIXED |
| 4 | MOMENT COEFFICIENT FOR UNIFORM LOAD ON RECTANGULAR PLATE HINGED AT FOUR EDGES |
| 5 | SHEAR AT EDGES OF WALL PANEL HINGED AT TOP & BOTTOM |
| 6 | SHEAR AT EDGES OF WALL PANEL FREE AT TOP & HINGED AT BOTTOM |
| 7 | TENSION IN CIRCULAR RING WALL, FIXED BASE, FREE TOP & SUBJECTED TO TRIANGULAR LOAD |
| 8 | MOMENTS IN CYLINDRICAL WALL, FIXED BASE, FREE TOP & SUBJECT TO TRIANGULAR LOAD |
| 9 | SHEAR AT BASE OF CYLINDRICAL WALL |
| 10 | TENSION IN CIRCULAR RING WALL HINGED BASE, FREE TOP & SUBJECT TO TRIANGULAR LOAD |
| 11 | MOMENTS IN CYLINDRICAL WALL, HINGED BASE, FREE TOP & SUBJECT TO TRAPEZOIDAL LOAD |
| 12 | TENSION IN CIRCULAR RING, HINGED BASE, FREE TOP & SUBJECT TO RECTANGULAR LOAD |
| 13 | TENSION IN CIRCULAR RING, FIXED BASE, FREE TOP WITH SHEAR " V " PER METER APPLIED AT TOP |
| 14 | TENSION IN CIRCULAR RING, HINGED BASE, FREE TOP WITH MOMENT " M " PER METER APPLIED AT BASE |
| 15 | MOMENTS IN CYLINDRICAL WALL, HINGED BASE, FREE TOP WITH MOMENT " M " PER METER APPLIED AT BASE |
| 16 | MOMENTS IN CYLINDRICAL WALL, FIXED BASE, FREE TOP & SUBJECT TO RECTANGULAR LOAD |
| 17 | MOMENTS IN CYLINDRICAL WALL, FIXED BASE, FREE TOP WITH SHEAR " V " PER METER APPLIED AT TOP |
| 18 | MOMENTS IN CIRCULAR SLAB WITHOUT CENTRAL SUPPORT, FIXED EDGE, & SUBJECT TO UNIFORM LOAD |
| 19 | MOMENTS IN CIRCULAR SLAB WITH CENTER SUPPORT, FIXED EDGE, & SUBJECT TO UNIFORM LOAD |
| 20 | MOMENTS IN CIRCULAR SLAB WITH CENTER SUPPORT, HINGED EDGE, & SUBJECT TO UNIFORM LOAD |
| 21 | MOMENTS IN CIRCULAR SLAB WITH CENTER SUPPORT, HINGED EDGE, WITH MOMENT " M " PER METER APPLIED AT EDGE |
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