9. RESULTS

CHAPTER 9 "RESULTS" 37 • Uniaxial compressive strength fwc • Uniaxial tensile strength fwt • Compressive strength fwcb in equal biaxial compression The values suggested by the authors can be used as an indication: = 0.085 & = 1.65 (4) If the values are NOT filled in, which is not recommended, the suggested values will automatically be used. 2. We perform the analysis and create combinations. 3. We go to the RESULTS tab. 4. We invite the combinations. 5. We go to the Masonry Criteria command and select the TYPE of masonry. We have to choose whether the masonry is NEW or EXISTING so that the strengths f are divided by appropriate safety factors.