Comparison of moments

The calculation of the moments due to the applied loads (yg = 1.35, 7Q = 1.5) is not shown here. These moments are combined with the secondary moments due to prestressing (7 = 1.0) and compared with the resistance moments at each position. The results are summarized in Table 9.5.

Table 9.5 Moments at ultimate limit state


Secondary moments (kNm)

Moments from ultimate loads (kNm)

Applied moments (kNm)

Resistance moments, M (kNm)

0 0

Post a comment