Page 1371 - سابقة أعمال ايجي ريفيت السكني
P. 1371

- FOR deflection calculation:

                    LTD = case 1 – case 2 + case 3

                    Case 1 (nonlinear) = D + L

                    Case 2 (nonlinear) = D + 0.25  L

                    Case 3 (nonlinear-long term +cracked) = D + 0.25 L

























































                      Shown the deflection map which is safe
                      Max deflection = 22mm < allowable deflection 5500/240=23mm
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