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, 05/29/O1 16:39 FAX 651 786 0229 MOLIN CONCRETE PRODUCTS (�002 <br /> _�` _ _ -_ - - - <br /> $" X 24" SeG��n PI�S <br /> lexicore 2" Structura�l Topping <br /> PRESTRESSED CONCRETE SLAB <br /> 3 HOUR FIRE RATING <br /> 250'`STRAND <br /> Composite Design <br /> Safe Load Table UNIFORMLY QISTRIBUTFD SUPERIMPOSED`LOAD�N PSF <br /> Strand M d M, Span Lerqlh(�j in Ft. <br /> Standard StrarWs Area R.-Kip �--K� 1S 18 t7 fe 19 20 21 22 29 24 25 26 27 28 29 7C 3t 32 7S <br /> ibsignation ND.3 S¢@ SQ-h. pet F�r Unit <br /> T824GCE61 4-��2 0.612 52.5 74.6 3�l 349 325 303 284 266 25G 236 222 Z�a �� �89 �73 155 137 121 106 9T d0 <br /> 7dp4GC860 41t2 0.8�2 46.6 74.8 377 349 325 303 284 288 250 236 �2z 2�0 �6�'+ 163 f43 125 '109 90 /1 69� 38 <br /> TEZqGp58 a�n os�a a�z 6�.3 3�� ao9 3zs �03 2ss � � �s z�2 Z°> >86 167 �46 t26 112 97 84 72 j 6i <br /> ��G� 2-12 3 ��y s2.� 80.8 377 349 925 303 284 286 250 227 202 1eo 161 1�0 122 !05 � 77 fi5� Sd <br /> 2-7t16 <br /> TE24G043 4-7l�6 0.432 38.2 53.5 3T7 349 325 303 201 247 218 193 170 151 1J2 113 97 d2 69 57 <br /> 'TB24G038 2��& 0.378 34.7 A7.7 377 349 320 278 2A3 213 187 t64 144 127 109 93 7A 6/ $2 <br /> T824GD32 4-318 0.320 31.2 41.5 366 314 27Q 234 203 177 154 134 117 102 d7 72 Sa <br /> 7824G029 2-1/2 0.288 29.2 37.8 328 260 240 2�7 179 755 �34 116 101 81 74 60 <br /> 'TABUtATEO LOADS ARE BASED ON U=1.�D«1.7L AND WI�H Ail LOAD SUPERIMAOSED ON 7HE SiRUCtURAt.SECTlC1M CONSiDERED AS t1VE LOAD. <br /> NOTES: <br /> 1. Grouted wcight of structural unit is 82 psf or I 64 <br /> N.A. STRU CT. SECTION plf based on concrete unit weight of i50 pcf. <br /> N.A. HOI.LOW CQRE 2. Design is based on ACI Standard,"Building <br /> Code Requirements for Reinforced Concrete <br /> 5�/g�� DIA. N (ACI318)." <br /> - ' 3. No sheaz reinforcement is required for the tabu- <br /> � � lated loads. <br /> � � �� 4. Tabulated loads to the left of solid stepped line <br /> :� _ r �° o0 <br /> � _ � � � � � aze controlled by sheaz strength of the concrete. <br /> � � Shear reiafarcement may be ad3ed to increase <br /> �m the safe loads. <br /> N 5. Tabulated loads written in italics are controlled <br /> 23��� by pernussible flexural tension at service loads. <br /> 6. Tabulated loads to the right of thc dashed <br /> stepped line have deflections in excess of <br /> L/360. <br /> A = 109.7 in? yb = 4.00 in. 7. All strand stressed to 70%of ultimate except <br /> A� = 143.6 in.' y� = 5.18 in. CB60 which is stressed ro 60%. <br /> bw = 6.25 in. f'�; = 3500 psi g. For longer spans and conditions not covered <br /> Ig = 843 in.' f� = 3000 psti in the load table.consult Molin. <br /> Ie� = 1503 in.` p� = 250 ksi 9. Greater fire ratings possible with rescrained <br /> f� = 6000 psi f�*= 27�1�s1 cons�uction or rational design calculations. <br /> Molin Concrete Products Company•415�ilac Street•Lino Lakes,.MN 550�4 <br /> � Office:651.786.TT22•Fax:651.786.0229•Drafting Fax:651.T83.3401 •Toll Free:800.336.6546 <br /> www.molin.com•e-mail:salesQmolin.com•draftingQmolin.com <br /> m <br />