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EXAMPLE FOR DETERMINING MEMBER SPAN VALUES "L" <br />WHEN MULTIPLE ADJOINING SPANS ARE SMALLER THAN <br />THE LARGER SPAN(S) IN THE WALL SYSTEM. <br />0 <br />SPAN C <br />SPAN B < SPAN A I <br />O <br />FOR ALLOWABLE DESIGN PRESSURE VALUES AT ANCHORS 1. 2. 6. 7 & 8: SPAN A <br />CONSIDER SPAN "L" IN THE LOAD TABLE = SPAN "A" <br />FOR ALLOWABLE DESIGN PRESSURE VALUES AT ANCHORS 3 4 & 5: <br />CONSIDER SPAN "L" IN THE LOAD TABLE = SPAN "B" O <br />FOR ALLOWABLE DESIGN PRESSURE ON MEMBERS BETWEEN X-1. 1-2. 2-3. SPAN B <br />5-6. 6-7 & 7-8: <br />CONSIDER SPAN T' IN THE LOAD TABLE = SPAN "A" O <br />FOR ALLOWABLE DESIGN PRESSURE ON MEMBERS BETWEEN 3-4 & 4-5: SPAN B <br />CONSIDER SPAN T' IN THE LOAD TABLE = SPAN "B" <br />EXAMPLE NOTES: <br />1. THE QUANTITY OF ADJOINING SMALLER SPANS SHALL BE MINIMUM 3 FOR ANY SPAN B <br />INDIVIDUAL SMALLER SPAN TO BE CONSIDERED AS THE APPLICABLE SPAN VALUE <br />"L" IN THE LOAD TABLE.. 0 <br />2. WHEN A SMALLER SPAN ADJOINS A LARGER SPAN, THE LARGER SPAN MUST BE <br />USED WHEN DETERMINING REINFORCEMENT AND LOAD REQUIREMENTS FOR THE SPAN B <br />ADJOINING SMALLER SPAN. <br />SPAN A <br />`�QQe °••�'�CENgF•• ��i�f���s <br />r No. 44135 SPAN A <br />9 STATE OF cc <br />e <br />•......• %a <br />/ONAI. t!� <br />rs.ee4��a�• <br />CERTIFICATION DRAWING TITLE NO. REVISION DESCRIPTION BY DATE <br />ADDENDUM "A" TO DRAWING NO. 1789 & 1790 <br />TABLES FOR <br />APR 16 D EP 600 SYSTEM K1 WLMI & SMI^ CURTAIN WALLS)" <br />CONSULTANTS MANUFACTURER <br />W. W. SCHAEFER ENGINEERING KAWNEER COMPANY, INC. <br />�°r & CONSULTING, PA. (CA 6809) 555 GUTHRIDGE COURT <br />7480 150TH COURT NORTH NORCROSS, GA 30092 DRAwN BY: DATE: SHEET N0. REV_ <br />WAR W. SCHAEFER P.E. PALM BEACH GARDENS, FL 33418 <br />P.E. N0. 44139 PHONE: 561-744-3424 770-449-5555 3 OF 8 <br />