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Get PriceFor vertical shafts with circular section, it is equal approximately 2.0. For the design of roof rock bolts, the span or width of the opening are considered in Eq. (3), while for the wall supports, the height of the opening should be taken into account. Alexander & Hosking (1971) gave a different formula for the rock bolt length: LB=+1.82 0.0004 2 (4) where B is the span of the opening. It is ...
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Get PriceMODEL STUDIES OF STORM-SEWER DROP SHAFTS by SIGURD H. ANDERSON Prepared for DEPARTMENT OF.· PUBLIC WORKS City of St. Paul . December 1961 Minneapolis, Minnesota . UNIVERSITY OF MINNESOTA ST. ANTHONY FALLS HYDRAULIC LABORATORY LORENZ G. STRAUB, Director Technical Paper No. 35, Series B MODEL STUDIES OF STORM-SEWER DROP SHAFTS .
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