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Loads Overhang wt 015 10/12 0125 ksf FWS 0025 ksf Total DL 015 ksf Approx LL 10 kip/ft acting at 10 ft from face of barrier B Strength 1 limit state: Total Mu (125 MDC 15 MDW 175 M(LL I) MDC 0125 302 / 2 05 (30 ft 067 ft) 0563 kip-ft/ft, where CG of barrier is 067 ft from edge of deck/barrier MDC 0563 1165 1728 kip-ft/ft MDW 0025 (30 ft 175)2 / 2 002 kip-ft/ft, neglecting the barrier width MLL (1 IMP) WLL (30 ft 175 ft 10 ft) 133 10 025 0333 kip-ft/ft Modi cation Factor D R I; (refer to Sec 622) Ductility Factor D 10 Redundancy Factor R 105 Importance Factor I 10 105 Overhang negative moment Mu (125 1728 15 0020 0333) 105 2911 kip-ft/ft < 935 kip-ft/ft (deck moment) Hence extend 5/8 in diameter top bars to edge of overhang free barcode font excel 2007 Generating barcodes in Excel for Mac
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