EXAMPLE 7. VALUATION OF A BUILDING FROM LOAD-BEARING MASONRY

EXAMPLE 7: 'VALUATION OF A MASONRY BUILDING' 65 3.1 At the same time the vertical joint The angular deformation developed is of the following form The results of the project are as follows For the calculation of all the above quantities (angular deflection δed and failure deflection Rd) the distance L shown in the above figures was used