EN 1991-1-7 Eurocode 1 Accidental Actions - Eurocodes

EUROCODESBackground and ApplicationsBrussels, 18-20 February 2008 – Dissemination of information workshop 18explosion pressure:p Ed=3+ p v/2 + 0,04/(A v/V) 2= 3 + 1.5 + 0.04 / 0.144 2 = 6.5 kN/m 2self weight = 3.0 kN/m 2live load = 2.0 kN/m 2Design load combination (bottom floor):p da= p SW+ p E+ ψ 1LLp LL= 3.00 + 6.50 + 0.5*2.00 = 10.50 kN/m 2