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This material is copyright - all rights reserved. Reproduced under licence from The Steel Construction Institute on 12/2/2007 To buy a hardcopy version of this document call 01344 872775 or go to http://shop.steelbiz.org/ Steel Designers' Manual - 6th Edition (2003) H.— wper unit height L hA tc" wh2r k i] H M MBT[_+ T wh2F k Mc_y_1J HA-(wh-HD) V4=' -VD= wh2 rpc-I C IiP _- I1 HAJA -P-t At' a Constant: a1 = M Pcr(3a_1)k÷11 B1 N j HA=HD- M Pcr(3a—1)k c[ N Pc VD=1 '(4 VA=P-VD M1= —HAa M2=Pc--HAa Formulae for rigid frames 1135 V0 D_HD Extract: 'Kleinlogel, Rahmenformeln' 11. Auflage Berlin—Verlag von Wilhelm Ernst & Sohn. f V0
This material is copyright - all rights reserved. Reproduced under licence from The Steel Construction Institute on 12/2/2007 To buy a hardcopy version of this document call 01344 872775 or go to http://shop.steelbiz.org/ Steel Designers' Manual - 6th Edition (2003) 1136 Formulae for rigid frames Constant: a1 = M8McPa HA=Hfl=P 2Pa VA = - V1, - Moment at loads = rPc.1 Extract: 'Kleinlogel, Rahmenformeln' 11. Auflage Berlin—Verlag von Wilhelm Ernst & Sohn. t /12 Pc(3a — 1)k MB=Mc= N Pc-MB v HA=HD= h AVDP M1 = — H4a M2 =Pc — HAa 81 ,4 .,...HA I,4 Pa IC t f H0
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