Dw. Cure The tlast load i¢ assumed fo act directly on the girts, which are considered to act asa unt. The cocuwieliuns as presented desl tun tre seantities tar 4 singie frame, Frent face tone 14 WF 150, four 14 WE 61 per frame: Sy a 4383 ant yyw. 4 ’ 2 £89 ta Ss > 800 tin? Mp fy Meehz 5 S396 5, kinett ile ~ aMp ~ 39.8% 4, Rips, where L128 I64E NT gL) 46 40,390 kina ft Reag face (one 12 WF 72, two 12 WF 27 er frame’: 1 1006! 58 165.7? IZ ted tn? My fy useuz TASES 146 fy Rit {Mp uP 8. Tog, Re 52 hips « wegpel 9310 kins ft i “ 3 D1. Blase 3 are assrciatcs with & single freme. 3 The values of mass used for the particular slements are listed in Table D1, These values 7 3 Fabty D2 -- MASS OF PORT CULAK TLEMER TS z ; 5 * 7 § First suzy Seeisi crore Thied story Cobos Girders 2.33170 0.42536 Bs. Dircesd Ol sau O-J04T2 Yebeun, bruat 9.03209 @.03258 6.08209 4 or rear 7 Girts, rear 0.04695 POLES, 3 Edge beams ° @ 4 3 f% 4 b.4S174 Laeite Band hive load d 1.45506 @ 14683 0.94695 t O.06a5t “AU valuce in Bip- sectR. . DAT Dead loads The average raluc of dowd load for each column is lated tn Table D.2. These values are hased on the tributary area for cach columa as sijustrated in Pig. D8. 4 74 157 Z : 0.14683 0.14653 Girta, froat 3 6.62597 0 52137 Pier oF rant 4 3 SECRET - RESTRICTED DATA j q § q q A "SLACSTPPEOETRAG M E LPM TERT EPON ROTI RET TTT RESRT a i i fi tas TET eb .? ~ . reader Baten sanilbeg: . : hiite ais debinisin > t. ~ . ¥ wecith by Sisetecaaath he 5 acs