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What is Wall Thickness Calculation for Wind Load about?
A single leaf wall that is 4.15 meters high and 4.15 meters long with simple supports on both ends must be designed to withstand a characteristic wind load of 0.45 kN/m2. The wall will be constructed of solid concrete blocks with a compressive strength of 7.3 N/mm2 using M6 general purpose mortar under a Class 2 execution control. The required thickness of the wall must be determined using partial load factors of 2.7 for masonry and 1.5 for concrete.
- Author
- Meganathan Mega
- Language
- EN