![]() ![]() If you feel that the walls ratio is appropriate, you can pick the appropriate value from Table 11.6.1, split it in half if you have two identical mats, and enter that. So based on your design philosophy, you can set that input for minimum vertical steel ratio however you like. minimum steel should be as per section 9.6.1.2 and 9.6.1.3), which is what the program already does in the red box below: Still others feel that the minimum steel ratio should be governed by the rules for a beam (ie. Instead, some feel that the minimum steel ratio should be governed by the rules for a one-way slab (per section 7.6.1.1). ![]() The Cantilevered Retaining Wall module offers an input field for minimum ratio of vertical steel in concrete design segments.īecause the code points us back to sections in Chapter 22 of ACI 318-14 for the flexural design of cantilevered retaining walls, many engineers interpret that to mean that the minimum steel ratios in Chapter 11 for walls don't apply to CRWs. ![]() What options are available for calculation of minimum vertical steel in the Cantilevered Retaining Wall module? ![]()
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