EXAMPLE 6. BUILDING VALUATION & REDESIGN STUDY

EXAMPLE 6: "STUDY FOR THE VALUATION AND REDESIGN OF A BUILDING ACCORDING TO THE CANC. 96 This diagram is based on the following assumptions: • The calculation of the moment My is based on relation (A.6) of Annex 7A of CEE/CNR. • The value of My is different for each step, due to the axonics involved in its calculation. In the skeletons of the masonry members and in the skeletons for concrete members the skeleton is calculated with the axial of each step. • Two values of My (positive and negative) are calculated and two values of My are plotted respectively. areas with thresholds (different) for the performance levels. For poles, due to the existence of symmetrical reinforcement, the two values will always be the same. • As is known, the diagram does not have an elastic branch and shows only the corresponding plastic area. • The values of θ have been divided by the corresponding safety factors. The θpl limits corresponding to the performance levels have been divided by the factor γrd and the turning angles θsd have been multiplied by the γsd factor.