COMPUTATION OF LOAD
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NOTE: ALL HIGHLIGHTED CELLS ARE TO BE TREATED AS INPUT DATA RL 13.906 Pier cap top Level 1.50 RL 12.406 1.50 H.F.L. 12.600 12.806 RL -0.400 Top Level of foundation SECTIONAL ELEVATION 0.75 3.40 0.75 1.50 0.75 5.00 0.75 SECTIONAL PLAN PIER 2.90 PLAN OF PIER CAP COMPUTATION OF LOAD DUE TO VARIOUS TYPES OF PIER SUBSTRUCTURES :- 2.90 10.00
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