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<br />SECTION 7 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />120 <br /> <br />SOLID ROOF PANEL PRODUCTS <br /> <br />Table 7.1.2: Allowable Spans for Industry Standard Riser Panels for Various Loads <br />A1uninum Alloy 3105 H-14 or H-25 <br /> <br />3" x 12" x 0.019" Riser Panels <br /> Open Buildings Enclosed Buildings <br />Wind Applied Overhang Condition Wind Applied Overhang Condition <br />Region Load NONE 1'..0" 2'..0" 3'..0" 4..0" Region Load NONE 1'..0" 2'..0" 3'..0" 4'..0" <br />102 M.P.H. 17 11'-11" 12'-1" 12'-7" 13'-4" 14'-4" 102 M.P.H. 29 9'-1" g'-4" 9'-11" 10'-11" 12'-2" <br />110 M.P.H. 20 10'-11. 11'-2" 11'-8" 12'-6" 13'-7" 110 M,P,H. 35 8'-4" 8'-6" 9'-3" 10'.3" 11'-6" <br />120 M.P,H, 23 10'-3" 10'-5. 10'-11" 11'-10. 12'-11. 120 M.P ,H. 41 7'-8" 7'-11. 8'-8" g'-g" 11'-1" <br />125 M.P,H. 26 9'-7" 9'-10" 10'-5" 11'-4" 12'-6" 125 M.P.H. 45 7'-4" 7'-7" 8'-4" 9'-6" 10'-10" <br />140 M,P.H. 32 8'-8" 8'-11" 9'-7" 10'-7" 11'-10" 140 M.P.H. 56 6'-7" 6'-10" 7'-8" 8'-11. 10'-4" <br />3" x 12" x 0.026" Riser Panels <br /> Open Buildings Enclosed Buildings <br />Wind Applied Overhang Condition Wind Applied Overhang Condition <br />Region Load NONE 1'..0" 2'..0" 3'..0" 4'..0" Region Load NONE 1'..0" 2'..0" 3'..0" 4'..0" <br />102 M.P,H. 17 13'-11" 14'-1. 14'-6" 15'-2" 16'-0" 102 M.P.H. 29 10'.8" 10'-10" 11'-4" 12'-3" 13'-4" <br />110 M.P.H. 20 12'-10" 12'-11" 13'-5" 14'-2" 15'-1" 110 M,P.H. 35 9'-8" 9'-11" 10'-6" 11'.5" 12'-7" <br />120 M.P .H, 23 11'-11. 12'-1" 12'-7" 13'-4" 14'-5" 120 M.P.H. 41 8'-11" 9'-2" 9'-10" 10'-9" 12'-0" <br />125 M.P.H. 26 11'-3" 11'-S" 11'-11" 12'-9" 13'-10" 125 M,P.H, 45 8'-7" 8'-9" g'-S" 10'-S" 11'-8" <br />140 M.P.H, 32 10'-2" 10'-4" 10'-11" 11'-9" 12'-11" 140 M.P.H. 56 7'-8" 7'-11" 8'-8" g'-g" 11'-1" <br /> <br />3" x 12" x 0.032" Riser Panels <br /> Open Buildings Enclosed Buildings <br />Wind Applied Ove rhan Condition Wind Applied Overhan Condition <br />Region Load NONE 1'..0" 2'..0" 3'..0" 4'..0" Region Load NONE 1'..0" 2'..0" 3'..0" '4'..0" <br />102 M,P,H, 17 IS'-5" IS'-6" 15'-11. 16'-6" 17'-4. 102 M.P.H. 29 11'-9. 11'-11. 12'-S" 13'-3" 14'-3" <br />110 M,P.H. 20 14'-2" 14'-4" 14'-9" lS'-S" 16'-3" 110 M,P.H. 35 10'-9" 10'.11" 1I'-S" 12'-3" 13'-S" <br />120 M.P.H. 23 13'-3" 13'-5" 13'-10" 14'-6" 15'-6" 120 M.P.H. 41 9'-11" 10'.1" 10'-8" 11'-7" 12'-9" <br />125 M,P.H. 26 12'-S" 12'-7" 13'-1" 13'-10" 14'-10" 125 M.P.H. 45 g'-S" 9'-8" 10'-3" 11'.2" 12'-5" <br />140 M,P.H. 32 11'-3" 11'-5" 11'-11" 12'-9" 13'-9" 140 M,P.H. 56 8'-6" 8'-9. g'-4. 10'.S" 11'-8" <br />Note: Total rool panel widlh = room widlh plus wall widlh plus oloeman~, <br /> <br />Table 7,1.3: Allowable Spans for Industry Standard Riser Panels for Various Loads <br />Aluminum Alloy 3105 H-28 <br /> <br />3" x 12" x 0.019" Riser Panels <br /> 0 n Bulldln s Enclosed Bulldin s <br />Wind Applied Owrhan Condition Wind Applied Owrhan Condition <br />Re ion Load NONE 1'..0" 2'..0" 3'..0" 4..0" Reion Load NONE 1'..0" 2'..0" 3'..0" 4'..0" <br />102 M.P.H. 17 13'-10" 13'-11" 14'-S" IS'-I. IS'-II" 102 M.P.H. 29 10'-7" 10'.9" 11'-4" 12'-2" 13'-3" <br />110 M.P.H. 20 12'-9" 12'-11" 13'-4" 14'-1" IS'-I" 110 M.P.H. 35 9'-8" 9'-10. 10'-5" 11'-4" 12'-6" <br />120 M,P,H. 23 11'-11" 12'-1" 12'-6" 13'-4" 14'-4" 120 M.P.H. 41 8'-11" 9'-1" g'-g" 10'-9" 11'-11" <br />125 M.P.H. 26 11'-2" 11'-4" 11'-10" 12'-8" 13'-9" 125 M.P.H. 45 8'-6" 8'-9" 9'-5" 10'-S" 11'-8" <br />140 M.P,H. 32 10'-1" 10'-3" 10'-10" 11'-9" 12'-10" 140 M.P,H. 56 7'-7" 7'-10" 8',7" 9'-8" 11'-1" <br />3" x 12" x 0.026" Riser Panels <br /> 0 n Bulldln s Enclosed Buildl <br />Wind Applied Owrhan Condition Wind Applied Owrhan Condition <br />Re Ion Load NONE 1'..0" 2'..0" 3'..0" 4'..0" Relon Load NONE 1'..0" 2'..0" 3'..0" 4'..0" <br />102 M.P,H. 17 16'-2" 16'-3" 16'-8" 17'-3" 18'.0" 102 M.P.H. 29 12'-4. 12'-6" 12'-11" 13'-9" 14'-9" <br />110 M,P.H. 20 14'-11" 1S'.o. IS'-5" 16'-1" 16'-11" 110 M.P.H. 35 11'-3" 11'-5" 11'-11" 12'-9. 13'-10" <br />120 M.P,H. 23 13'-11" 14'.0" 14'-5" 15'-1" 16'.0" 120 M.P.H. 41 10'-5" 10'-7" 11'-2" 12'.0. 13'-1" <br />125 M.P ,H. 26 13'-1" 13'-2" 13'-8" 14'-4" 15'-4" 125 M.P.H. 45 9'-11" 10'-1" 10'-8" 11'-7" 12'-9" <br />140 M.P.H. 32 11'-9" 11'-11" 12'-5" 13'-3. 14'-3" 140 M.P.H. 56 8'-11" 9'-1" g'-g" 10'-9" 11'-11" <br /> <br /> <br />4'..0" <br />19'-7" <br />18'-4" <br />17'-4" <br />16'-6" <br />15'-3" <br /> <br />Wind <br />Re Ion <br />102 M,P.H. <br />110 M.P.H. <br />120 M.P.H. <br />125 M,P,H. <br />140 M,P.H. <br /> <br />Enclosed Bulldl <br />Applied Owrhan Condition <br />Load NONE 1'..0" 2'..0" 3'..0" 4'..0" <br />29 13'-8" 13'-10" 14'-3" 14'-11" 15'-10" <br />35 12'-S" 12'-7" 13'-1" 13'-10" 14'-10" <br />41 11'-6" 11'-8. 12'-2" 12'-11" 14'.0. <br />45 10'-11" 11'-2" 11'-8. 12'-6" 13'-7" <br />56 9'-10" 10'-1" 10'-8" 11'-6" 12'-8" <br /> <br />Wind <br />Re Ion <br />102 M.P.H. <br />110 M.P.H. <br />120 M,P,H. <br />125 M,P.H. <br />140 M,P,H. <br /> <br />Applied <br />Load <br />17 <br />20 <br />23 <br />26 <br />32 <br /> <br />Note: Total roolpanel widlh = room widlh plus wall wldlh plus oloemang, <br /> <br />Lawrence E. Bennett, P.E. <br />avL ENGIIEER - DEVaOAENT' CONSU..TANT <br />P.O. BOX 4388, SOUTH DAYTONA, FL 32121 <br />TELB>HONE (904) 787-4n4 <br />FAX (904) 787-lISS8 <br /> <br />@ COPYRIGHT 1998 <br />NOT TO BE REPR<XlUCED N WHOLE OR N PART WITliOt1T TI-E WRITTEN PERMSSION OF LAWRENCE E. IIEN'ETT, P.E. <br />