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� 05/29/O1 16:38 F,�L 651 786 0229 _ �OLIN CONCRETE PRODUCTS �DO1 <br /> a � <br /> !� � <br /> � � � <br /> � u,.V <br /> lex��ore r 2 HOUR F1RE RATING <br /> PR�STRESSED COMCRE?E SIAB <br /> 250k 5TRAND <br /> Safe Load Table UNIfORNILY DISTRI�SUPFR�MPOS�'tOl1D IN PSF <br /> s�d M oM, t«+y�+tn n�. <br /> $�dard SVaMs Ar� R'�� 75 78 17 ii tf � 7Z 1A Zb lE 27 2�t 29 � �7 3t 33 <br /> o�sqnatlon w.a see sa.h. par r�r urt <br /> 82�4�87• Mvy 0.812 3b2 80.3 285 ?S4 216 230 215 202 190 179 189 160 152 i�{5 137 t3� tY2 il1 iG1 9R 89 <br /> 82AGG86�' 4�tYt 0.612 31.9 90.3 2L5 284 218 Td0 2t5 2D2 190 179 1� 1H0 t52 ZIt !29 116 1Ct 91 df 7S R <br /> B24C�C6e 1-12 0.57Q 34.3 53.9 2e5 264 2�6 23D Z15 2D2 790 179 tM t60 �SZ 1�0 t2T 1t3 104 94 AS 7t 69 <br /> 82AG06p �� 0.304 31.1 �.t 165 984 � Zd0 273 20�2 190 17� 167 15d 134 12A 1� 97 OB 79 �t 84� $7 <br /> 82�GD13 4-7/t8 0.�2 27A 421 �3 �4 218 23D 215 �1 T76 16R t40 125 111 100 M �9 71 d3 38 i SO <br /> 2maa <br /> a2�GG96 � 0.37'8 2E2 S7Z 2ES 264 218 ?•?3 100 1T2 452 T34 tt8 105 93 B3 �3 Q6 S7 50 � <br /> s24G-0B2 4-316 0.3�A ?27 322 2s3 ZK9 215 197 t83 142 t25 710 86 65 T4 66 57 50 ( <br /> ." � <br /> E21GL129 2-112 O.�E 212 29.3 268 2?Z 191 185 /14 125 70a 8B 83 72 83 5S� <br /> 7ABULITED LOADS ARF 8A5EDOMU=1.OD.1.7LAA�N?hf A[i tM0 SUPFRfAFOSED ON TFE'Sfl�JCTtJRAL SECTA�N CONSIO&iEa AS UNFlDAD. <br /> ' ���''J: <br /> 1. Grouted wrcight of st�tural un' � 57 ps 114 <br /> pIf based on concrete�mit waight o 5 pcL <br /> N.A. HOLLOW CORE �- �Sn is b�ased o�ACI Standard,"Build�ng <br /> �o Cak Requiremcnts for Reinforced C�xete , <br /> 5�i�'� 01 A. `n {AC1318)„ <br /> v3_ No shear reinforcement is rtq�ited for tk�e tabu- <br /> � <br /> la�ed loa�s. <br /> � _ _ '_ � 4. Tab�ls�ect loads to t1u kR of sofid stcpped liac <br /> . • • . ue c�serolkd by shear straagth of the cvncrcte. <br /> �' Shzu raiufotce�nt may 6e added ro increasc <br /> �, t�ee safe louis. <br /> � S. Tabulabed Ioads writt�n in italics ue controlled by <br /> 23�'. pemsiss�te tkxvral ornsion at service laads. <br /> 6. Tabalated loads to the right of t3�e dashcd <br /> stepped fioe have deflections m excess of <br /> I.J3b0. <br /> 7. A1l strand sCressed w 7496 of ultiruatc e�ccept <br /> CB60 which is strassod to 60°/a. <br /> A = t 09.7 in.= f'� � ��Pn � 8. For lon:er spaas and eonditions not covered <br /> b� = 6.Z5 in. fp � 3500 psi ia the load table,cansuft Moiln. <br /> Ii � 843.2 in.° p = 254 ksi g. G���nmigs possible with resuaimed� <br /> � y, = 4.0 snt. fp,�= 270 ksi ro���on or rational design calcufations. <br /> � MoHn Concrete Produccs Compa�y•4t5 Lilac SUesl•lino l.akes,MN SSOt4 <br /> Otf`�ce:651.788.7722•Fa�c:651.786.0229^Drdlting�ax:651.783.3401 •ToN Froe:800.336.6546 <br /> m <br /> www.moNn.com-e-►nail:selesf�mOMn.00m•drefting�m�lin.Com <br />