Figure 12. Substitute moments Mx*, [kNm/ m] according to the method of Wood & Armer to calculate the reinforcement in the cellar ceiling: a)"bottom", b) "top"

From

The Impact of Deep Foundations of Building Structures on the Neighbouring Buildings – a Static Analysis

Czesław Miedziałowski, Damian Siwik

American Journal of Civil Engineering and Architecture. 2014, 2(4), 136-142 doi:10.12691/ajcea-2-4-3