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Combined Footing Design Report by prabhat_iitd is a document available to read on EtoBox.

This document provides the design details of a combined footing to support two columns (A and B) of a substation. Key details include: - The footing is 4m long, 2.5m wide and 2m deep to support axial loads of 420kN and 310kN from columns A and B. - Reinforcement is designed to resist bending moments up to 1105.9 kNm and 2693.4 kNm in the longitudinal and transverse directions. - Shear capacity is verified to be adequate and punching shear checks show sufficient strength with 0.25N/mm^2 permissible stre

Author
prabhat_iitd
Language
EN