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  • CALCULATION METHOD - 50 RESTRAINED 40 30 20 Practice 10' Pa 9cb 1.5b 4.5 cbg BROM'S FREE-HEADED max EMBEDMENT LENGTH, LID FIG. 5. —ULTIMATE LATERAL RESISTANCE COHESIVE SOILS RELATED
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Page 1: CALCULATION METHOD - 50 RESTRAINED 40 30 20 Practice 10' Pa 9cb 1.5b 4.5 cbg BROM'S FREE-HEADED max EMBEDMENT LENGTH, LID FIG. 5. —ULTIMATE LATERAL RESISTANCE COHESIVE SOILS RELATED
Page 2: CALCULATION METHOD - 50 RESTRAINED 40 30 20 Practice 10' Pa 9cb 1.5b 4.5 cbg BROM'S FREE-HEADED max EMBEDMENT LENGTH, LID FIG. 5. —ULTIMATE LATERAL RESISTANCE COHESIVE SOILS RELATED
Page 3: CALCULATION METHOD - 50 RESTRAINED 40 30 20 Practice 10' Pa 9cb 1.5b 4.5 cbg BROM'S FREE-HEADED max EMBEDMENT LENGTH, LID FIG. 5. —ULTIMATE LATERAL RESISTANCE COHESIVE SOILS RELATED
Page 4: CALCULATION METHOD - 50 RESTRAINED 40 30 20 Practice 10' Pa 9cb 1.5b 4.5 cbg BROM'S FREE-HEADED max EMBEDMENT LENGTH, LID FIG. 5. —ULTIMATE LATERAL RESISTANCE COHESIVE SOILS RELATED
Page 5: CALCULATION METHOD - 50 RESTRAINED 40 30 20 Practice 10' Pa 9cb 1.5b 4.5 cbg BROM'S FREE-HEADED max EMBEDMENT LENGTH, LID FIG. 5. —ULTIMATE LATERAL RESISTANCE COHESIVE SOILS RELATED
Page 6: CALCULATION METHOD - 50 RESTRAINED 40 30 20 Practice 10' Pa 9cb 1.5b 4.5 cbg BROM'S FREE-HEADED max EMBEDMENT LENGTH, LID FIG. 5. —ULTIMATE LATERAL RESISTANCE COHESIVE SOILS RELATED

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