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C <br />a.o,9, o. a..r,�ao <br />e�w o..�a�. <br />--eeamc� �zoo� r�c.n,sa ro: c�ww o. as.+r�uen rr.v s e�a�2 ------ <br />_--- _ _ ----- <br />HOFMANN WINDOW HFi�DER <br />� .T�'.•-, <br />f� <br />4a 10 OF�1 R2 <br />Min 8ea�inp A�es <br />Beam Span <br />Beam WtperR <br />8m VVt Induded <br />Max MortieM <br />TL Max Defl <br />LL Max Dell <br />Rt� 4.5 irt' R2� 3.6 NP (1.6 <br />8.511 RMction 1 LL <br />7.8711 R�t.tbn 1 TL <br />51 A M�nun V <br />4398 71 MNtc V (Red�� <br />L / 2�0 TLAduM Da� <br />L/ 3B0 LL Adud Dell <br />AHn'bules sec�ion in snew i <br />Adual 49.91 32.38 <br />Critical 48.87 22.87 <br />Status OK OK <br />Ratio 98% 70% <br />Velues <br />Adiushrrenfs <br />Reference Values 900 <br />Acljusted Velues 1080 <br />CF Size Fada 1200 <br />Cd Duration 1.00 <br />Cr Repetflive 1.00 <br />Ch Shear Streas <br />CI Stebility <br />B = t B00 <br />0.33 <br />OK <br />38% <br />Fr (p� <br />180 <br />180 <br />1.00 <br />WA <br />1.00 7.00 <br />1.0000 Rb = 0.00 <br />Diatance Par Ur <br />7.4 325 <br />� <br />DaM: e/23/11 <br />1u�0.OFl <br />DL D�� 0.08 in <br />1778 A Re�OYon 2 LL <br />2803 t Rs�cllon 2 TL <br />2803 R <br />2720 � <br />L/871 <br />L/>1000 <br />u an <br />O.OD <br />0.22 <br />OK <br />28% <br />� 0.00 Ft <br />Ha521 <br />1=100 <br />C:+'�� <br />� � <br />H <br />Pt bads: � ❑B _ <br />R7 --�2\E103 � ` � <br />SPAN = 8.5 FT <br />Unrfortn and paAiel unifam lo�da �rs Ibs per Nneel R. <br />1.4 <br />0 <br />iM7 f <br />2350 A� <br />6.5 <br />