... 20qC 1, 000 1, 000 1, 000 10 0qC 1, 000 1, 000 1, 000 200qC 1, 000 0,807 0,900 300qC 1, 000 0, 613 0,800 400qC 1, 000 0,420 0,700 500qC 0,780 0,360 0,600 600qC 0,470 0 ,18 0 0, 310 700qC 0,230 0,075 0 ,13 0 800qC ... 750qC: 'l/l = 1, 2 u 10 -5 Ta + 0,4 u 10 -8 Ta2 - 2, 416 u 10 -4 (3.1a) - for 750qC d Ta d 860qC: 'l/l = 1, 1 u 10 -2 (3.1b) - for 860qC < Ta d 12 00qC: 'l/l = where: l 'l Ta u 10 -5 Ta - 6,2 u 10 -3 is the ... (Thermal Actions given by Nominal Fire Member Analysis EN 19 93 -1- 2 : 2005 (E) EN 19 93 -1- 2:2005 (E) General 1.1 Scope 1.1 .1 Scope of EN 19 93 (1) EN 19 93 applies to the design of buildings and civil engineering...
... 1 beff = ρ bc = ρ c / (1- ψ) σ2 bc ψ = σ2/ 1 Buckling factor kσ bt 0,43 1> ψ>0 0,578 / (ψ + 0,34) ```,,`,`````,,`,,``,`,,,,,`,,-`-`,,`,,`,`,,` - 1, 70 > ψ > -1 1,7 - 5ψ + 17 ,1 2 -1 23,8 17 EN 19 93 -1- 5: ... shear 5 .1 5.2 5.3 5.4 5.5 13 13 13 13 15 18 21 21 Basis Design resistance Contribution from the web Contribution from flanges Verification 21 22 22 25 25 Resistance to transverse forces 6 .1 6.2 ... equations (6 .11 ), (6 .12 ) and (6 .13 ) l y = le + t f m1 l e + + m2 t f (6 .11 ) l y = l e + t f m1 + m2 (6 .12 ) k F E t w2 le = ≤ ss + c f yw hw (6 .13 ) 6.6 Verification (1) The verification...
... ```,,`,`````,,`,,``,`,,,,,`,,-`-`,,`,,`,`,,` - EN 19 93 -1- 8 : 2005 (E) 7 .1. 1 Scope 10 1 7 .1. 2 Field of application .10 1 7.2 Design 10 3 7.2 .1 General 10 3 7.2.2 Failure ... generally consisting of a number of Parts: EN 19 90 EN 19 91 EN 19 92 EN 19 93 EN 19 94 EN 19 95 EN 19 96 EN 19 97 EN 19 98 EN 19 99 Eurocode 0: Eurocode 1: Eurocode 2: Eurocode 3: Eurocode 4: Eurocode ... with shall in the following clauses and subclauses: 2.2 (1) and (3), 2.3 (1) , 2.5 (1) , 4 .1( 2), 6.4 .1( 1), 7.2 .1( 1) and (2), 7.3 .1( 1) and 7.4.2 (1) The structural Eurocodes are divided into packages...
... IROORZLQJ VWDQGDUGV JHQHUDOO\ FRQVLVWLQJ RI D QXPEHU RI 3DUWV (1 (1 (1 (1 (1 (1 (1 (1 (1 (1 (XURFRGH (XURFRGH (XURFRGH (XURFRGH (XURFRGH ... ```,,`,`````,,`,,``,`,,,,,`,,-`-`,,`,,`,`,,` - blank (8523( $1 67 $1' $5' (1 12 50( (8523e (11 ( (8523b,6&+( 12 50 0D\ ,&6 6XSHUVHGHV (19 ,QFRUSRUDWLQJ &RUULJHQGXP 'HFHPEHU ... %6 (1 National foreword This British Standard is the official English language version of EN 19 93 -1- 10:2005, including Corrigendum December 2005 It supersedes DD ENV 19 93 -1- 1 :19 92,...
... 10 4 10 4 10 4 10 4 Annex B: [Informative] 11 1 Expressions for membrane stresses in conical hoppers 11 1 Annex C: [Informative] 11 3 Distribution of wind pressure around circular silo structures 11 3 ... EN 19 93-4 -1 is intended to be used in conjunction with EN 19 90, with EN 19 91- 4, with the other Parts of EN 19 91, with EN 19 93 -1- 6 and EN 19 93-4-2, with the other Parts of EN 19 93, with EN 19 92 ... found in EN 19 93 -1- 9 The following numerical values are recommended for silos: γM0 = 1, 00 γM4 = 1, 00 γM1 = 1, 10 γM5 = 1, 25 γM2 = 1, 25 γM6 = 1, 10 For further differentiation, see 2.2 (1) and 2.2(3)...