ANCHOR BOLT CAST-IN ANCHOR BOLTS DESING | S31
Theory used in this module For this module, the following assumptions apply: Anchors are subjected to tension loads only Design loading is static
The load distribution was calculated using elastic analysis Anchor forces are calculated from ultimate limit state actions Accidental loads are not considered
Supported Codes
Design Codes
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Eurocode 2-2004 SABS 0100-2000
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