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<br />SOLID ROOF PANEL PRODUCTS <br /> <br />SECTION 7 <br /> <br />',,-- ~ <br /> <br />Table 7.1.4 Allowable Spans for Industry Standard Riser Panels for Various Loads <br />Aluminum Alloy 3105 H-28 <br /> <br />L <br /> <br />3" x 12" x 0.021f" 2 or 5 Rib Riser Panels <br />Open and Partially Enclosed Buildings Enclosed Buildings <br />Wind Maximum Allowable Span Wind Maximum Allowable Span <br />Region 1&2 3 Span 4 Span Max Region 1&2 3 Span 4 Span Max <br /> SDan Cantilever Span Cantilever <br />100 M.P.H. 10'-2. 13'-2. 13'-S. 4'-0. 100 M.P.H. 9'-10. 13'-3. 13'-6. 4'-0. <br />110 M.P.H. 9'-7. 12'-S. 12'-8. 4'-0. 110 M.P.H. 9'-3. 12'.S. 12'-8. 3'-11. <br />120 M.P.H. g'-O. 11'-2. 11'-S. 4'-0. 120 M.P.H. 8'-9. 10'-9. 10'-11. 3'.9. <br />130 M.P.H. 8'-7. 10'-7. 10'-9. 3'-10" 130 M.P.H. 8'-3" 10'-3" 10'-S" 3'-7" <br />140 M.P.H. 8'.2" 10'-1. 10'-3. 3'-8" 140 M.P.H. 7'-10" g'.g. 9'-11. 3..... <br />150 M.P.H. 7'-9. 9'-7. 9'-10. 3'-6. 150 M.P.H. 7'-2" 9'.3" g'-6. 3'-3. <br />3" x 12" x 0.030" 2 or 5 Rib Riser Panels <br />Open and Partially Enclosed Buildings Enclosed Buildings <br />Wind Maximum Allowable Span Wind Maximum Allowable Span <br />Region 1&2 3 Span 4 Span Max Region 1&2 3 Span 4 Span Max <br /> SDan Cantilever SDan Cantilever <br />100 M.P.H. 10'-11. 14'-3. 14'-6" 4'-0. 100 M.P.H. 10'-8" 14..... 14'-7" 4'-0. <br />110 M.P.H. 10..... 13'-S" 13'-8. 4'-0. 110 M.P.H. 9'-11. 13' -S. 13'-8. 4'-0. <br />120 M.P.H. g'-g. 12'-7. 12'-10" 4'-0. 120 M.P.H. g'-S. 12'-8. 12'-11. 4'-0. <br />130 M.P.H. 9'-3" 11'-S. 11 '-B" 4'-0. 130 M.P.H. B'-11. 11'-0" 12'-3. 3'-10. <br />140 M.P.H. 8'-10. 10'-11. 11'-1. 3'-11. 140 M.P.H. B'-8. 10'-6. 1 O' -g. 3'-8. <br />150 M.P.H. B'-S" 10'-S. 10'-7. 3'-9. 150 M.P.H. 8'-1" 10'-0" 10'-3" 3'-6" <br />3" x 12" x 0.050" 2 or 5 Rib Riser Panels <br />Open and Partially Enclosed Buildings Enclosed Buildings <br />Wind Maximum Allowable Span Wind Maximum Allowable Span <br />Region 1&2 3 Span 4 Span Max Region 1&2 3 Span 4 Span Max <br /> SDan Cantilever Saan Cantilever <br />100 M.P.H. 13'-8. 1 B'-3. 1 B'-B. 4'-0. 100 M.P.H. 13'-7" 1 B'-3. 1B'-7" 4'-0" <br />110 M.P.H- 120:8. 15'-8. 17'-7. 4'-0. 110 M.P.H. 12'-9" 1S'-9" 16'-1. 4'-0. <br />120 M.P.H. 11'.5" 14'-9" 15'-1" 4'-0" 120 M.P.H. 11'-0" 14'-10" 15'-2" 4'-0" <br />130 M.P.H. 10'-10. 13'-11. 14'-3. 4'-0. 130 M.P.H. 10'-6. 14'-1. 14..... 4'-0. <br />140 M.P.H. 10..... 13'-2. 13'-S. 4'-0. 140 M.P.H. 9'-11" 13'-S. 13' -B. 4'-0. <br />150 M.P.H. 9'.-1 0" 12'-9. 12'-11. 4'-0" 150 M.P.H. g'-6" 12'-10" 13'.1" 4'-0" <br /> <br />L <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIL ENGINEER - DEVELOPMENT CONSUL TANT <br />P,O, BOX 4388, SOUTH DAYTONA, Fl32121 <br />TELEPHONE (386) 767-4774 <br />FAX (386) 767-M56 <br /> <br />@ COPYRIGHT 2001 <br /> <br />NOT TO BE REPRODUCED IN WHOLE OR IN P/\fU WITHr"JT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT. P,E, <br /> <br />SEAL <br />PAGE <br /> <br />7.21 <br />