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RFP No. 11-05-01 Bella Vista Bay Park Improvements
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Last modified
6/17/2011 1:53:05 PM
Creation date
6/17/2011 1:47:03 PM
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CityClerk-Bids_RFP_RFQ
Project Name
Bella Vista Park Improvements
Bid No. (xx-xx-xx)
11-05-01
Project Type (Bid, RFP, RFQ)
RFP
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<br />[) <br />11 <br />(] <br /> <br />[1 <br />[1 <br />U <br />[] <br />(J <br />\1 <br />[J[ <br />fl <br />[ J <br />IJ <br />! ) <br />[ J <br />lJ <br />II <br />II <br />[) <br /> <br />~A. <br /> <br />TABLE 8,3A-BOLT DESIGN VALVES (Z) for DOUBLE SHEAR (three member) CONNECnONSI,2 <br />for sawn lumt!er with all members ofidentical species <br /> <br />\.- <br /> <br /> THICKNESS ~~ 0,,0.67 Q"o.ss o~.so 0",0,49 0=0.46 <br /> RED OAK MIXED MAPLE DOUOLAS JIR- DOUOLAS FIR- DOUGLAS FIR (S) <br /> ;zffi Iz.l~ 0'; SOUTHERN PINB LARe LARCH(N) HBM-FlR (N) <br /> <~ ~~ 1tI< <br /> a <br /> ;:11,; ,; D ~~. Zu. Zm.1. ~~. Zu. Zm.L ~~, Z,l Znu. ~~, z".L Zml. ~~. Z.1. Zml. <br /> tm t. <br /> inches inches inches Ibs. Ibs, ~ Ibs. Ibs. Ibs. Ibs, Ibs, Ibs. Ibs. <br /> 112 ., 1410 ,j ,~60. 730 1150 800 550 1050 730 470 1030 720 460 970 680 420 <br /> 5/8 1760 1310 810 .- 1440 1130 610 1310 1040 530 1290 1030 520 1210 940 470 <br /> 1-1/2 1-1/2 3/4 2110 1690 890 1130 1330 660 1580 1170 590 1550 1130 560 1450 1040 520 <br /> 7/8 2460 1920 960 2020 1440 120 1840 1260 630 1800 1210 600 1690 1100 550 <br /> 1 2810 2040 1020 2310 1530 710 2100 l3:iO 680 2060 1290 650 1930 1200 600 <br /> 112 1530 960 1120 1320 800 910 1230.' 730 ,790 1210 120 760 1160 680 700 <br /> 518 2150 1310 1340 1870 1130 1020 1160. 1040 ; 8.80 1740 1030 860 1660 940 780 <br /> 2-112 1-1/2 3/4 2890 1710 1480 2550 1330 1110 2400 1170. 980 2380 1130 940 2280 1040 860 <br /> 7/8 3780 1920 1600 3360 1440 1200 3060 1260 1050 3010 1210 1010 2820 1100 920 <br /> 1 4690 2040 1100 3840 1530 1280 3500 1350 1130 3440 1290 1080 3220 1200 1000 <br /> 1/2 1530 960 1120 1320 800 940 1230 730 860 1210 720 850 1160 680 810 <br /> 5/8 2150 1310 1510 1870 1130 1220 1760 1040 1050 1740 1030 1030 1660 940 940 <br /> 3 1-1/2 3/4 2890 . 1710 1780 2550 1330 1330 2400 1170 1170 2380 1130 1130 2280 1040 1040 <br /> 7/8 3780 1920 1920 3360 1440 1440 3180 1260 1260 3150 1210 1210 3030 1100 1100 <br /> 1 4820 2040 2040 4310 1530 1530 4090 1350 1350 4050 1290 1290 3860 1200 1200 <br /> 1/2 1530 960 1120 1320 800 ...9.!t0 1230 730 860 1210 720 850 1160 680 810 <br /> 5/8 2150 1310 1510 ~j~7.9 ui3'o/ ',:1290\ 1160 1040 1190 1740 1030 1110 1660 940 1090 <br /> 1-1/2 3/4 2890 1110 1980 2550 1330 .issO 2400 1170 1370 2380 1130 1310 2280 1040 1210 <br /> 1'" '..0 718 3780 1920 2240 3360 1440 1680 3180 1260 1470 3150 1210 1410 3030 1100 1290 <br /> ., 3-117 1 4820 2040 2~80 14310 1530 1790 i 4090 1350 1580 14050 1290 1"10 3860 1200 1400 <br /> 112 1660 1180 1180 1500 1040 1040 1430 970 970 1420 960 960 1370 920 920 <br /> :'3~.lii'; 5/8 2590 1770 1770 2340 1560 1420 2240 1410 1230 2220 1390 . 1200 2150 1290 1090 <br /> 3/4 3730 2380 2070 3380 1910 1550 3220 1750 1370 3190 1100 1310 3090 1610 1210 <br /> 7/8 5080 2820 2240 4600 2330 1680 4290 2130 1470 4210 2070 1410 3940 1960 1290 <br /> I 6560 3340 . 2380 5380 2780 1790 4900 2580 1580 4810 2520 1510 4'\10 2410 1400 <br /> 5/8 2150 1310 1510 1870 1130 1290 1160 1040 1190 1140 1030 1170 1660 940 1110 <br /> 1-1/2 3/4 2890 1110 1980 2550 1330 1690 2400 1170 1580 2380 1130 1550 2280 1040 1480 <br /> 7/8 3780 1920 2520 3360 1440 2170 3180 1260 1890 3150 1210 1810 3030 1100 1650 <br />--- _ 4-112 I 4820 2040 3060 4310 1530 2300 4090 1350 2030 4050 1290 1940 3860 1200 1800 <br /> 5/8 2590 1110 1170 2340 1560 1560 2240 1410 1460 2220 1390 1450 2150 1290 1390 <br /> 3-1/2 3/4 3130 2380 2480 3380 1910 1990 3220 1750 1760 3190 1700 1690 3090 1610 1550 <br /> 7/8 5080 2820 2810 4600 2330 2170 4390 ~130 1890 4350 2070 1810 4130 1960 1650 <br /> I 6630 3340 3060 574027.80 2300 5330 2580 2030 5250 2520 1940 4990 2410 1800 <br /> ~ ~ 2150 1310 1510 1870 & 1290 1760 1040 1190 1740 1030 1170 1660 940 1110 <br /> 2890 1710 1980 2550 3 1690 2400 1170 1580 2380 1130 1550 2280 1040 1480 <br /> ~ 7/8 3780 1920 2520 3360 1440 2170 3180 1260 2030 3150 1210 1990 3030 1100 1900 <br /> I 4820 2040 3120 4310 1530 2700 4090 1350 2480 4050 1290 2370 3860 1200 2200 .. <br /> - 5/8 2590 1110 1770 2340 1560 1560 2240 1410 1460 2220 1390 1450 2150 1290 1390 - <br /> 3-1/2 3/4 3730 2380 2480 3380 1910 2180 3220 1750 2050 3190 1100 2020 3090 1610 1900 <br /> 118 5080 2820 3290 4600 2330 2650 4390 2130 2310 4350 2070 2210 4130 1960 2020 <br /> I 6630 3340 3740 5740 2180 2810 5330 2580 2480 5250 2520 2370 4990 2410 2200 <br /> 5/8 2150 1310 1510 1870 1130 1290 1760 1040 1190 1740 1030 1170 1660 940 1110 <br /> 1-1/2 3/4 2890 1770 1980 2550 1330 1690 2400 1110 1580 2380 1130 1550 2280 1040 1480 <br /> 7/8 3780 1920 2520 3360 1440 2170 3180 1260 2030 3150 1210 1990 3030 1100 1900 <br /> 1-112 1 4820 2040 3120 4310 1530 2700 4090 1350 2530 4050 1290 2480 3860 1200 2390 <br /> 5/8 2590 1770 1770 2340 1560 1560 2240 1410 1460 2220 1390 1450 2150 1290 1390 <br /> 3-1/2 3/4 3730 2380 2480 3380 1910 2180 3220 1750 2050 3190 1700 2020 3090 1610 1940 <br /> 7/8 5080 2820 3290 4600 2330 2890 4390 2130 2720 4350 2070 2670 4130 1960 2560 <br /> 1 6630 3340 4190 5140 2780 3680 5330 2580 3380 5250 2520 3230 4990 2410 3000 <br /> <br />\'t~' <br />I!ij' . <br />.~"., <br /> <br />{1\l <br />, .. <br />~.. <br /> <br />1. Tabulated lateral design values (Z) for bolted connections shall be multiplied by all ~plicable adiustment factors <br />(see Table 7.3.1). <br />2, Tabulated lateral design values (Z) are for "full diameter" bolts (see Reference 3) with a bending yield strength <br />(Fyb) of 45,000 psi. <br /> <br />:~'r <br />~~ <br /> <br />dR JlA'~" <br />
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