2933 COLBY AVE 2016-08-17 - Laserfiche WebLink

EL-TYPE FASTENERS '1 ry:O. I� Table 11A BOLTS:,Reference.Lateral Design Values(Z)-for Single Shear (two:member):Connections'i;z' for sawn lumber or SCL with both members of identical specific gravity Thickness m` m` :? G=0.55 G=0.46 E E G=0.6T Mixed Maple G=0.50 G=0.49 Douglas Fr(S) (¢ Q. N O R M in M 03 a Red Oak Southem Pine Douglas Fr-Larch Douglas Fir-Larch(N) Hem-F N t t; D Zii � Zi 41 � � Zi Zii Z�L Z� Zi Zii Zi Tu �lbs. lbs. lbbss in. in. in. lbs. Ibs. lbs. lbs. lbs. lbs- Ibs. lbs. Ibs. lbs. III lbs. III lbs. lbs. lbs. lbs. . 1/2 650 420 420 330 530 330 330 250 480 300 300 220 470 290 290 210 440 270 270 190 518 810 1500 500 370 660 400 400" 280 600 360 360 240 590 350 350 240 560 320 320 220 1-1/2 1-1/2 314 970 580 580 410 800 460 460 310 720 420 420 270 710 400 400 260 640 380 380 240 1/2 760 490 490 390 620 390 390 290 560 359 350 250 550 340 340 250 520 320 320 230 5/8 940 590 590 430 770 470 470 330 700-. 420 420 2801 690 410 410 280. 650 380 380 250 1-3/4 1-3/4 3/4 1130 680 680 480 930 540 540 360 850 480. 480 310. .830. 470 470 300 780 440_ 440. 280 1/2 770 480 540 440 660 400 420 350 610 370 370 310 610 .350 360 300 580 340 330 270 518 1070 660 630 520 930 560 490 390 850 520 430 340 :-830 520 420 330, 780 470 390 300 21/2 1-1/2 374" 1360 890 720 570 1120 660 560 430 1020 590, 500 380 1000 560- 480 360 940 520 450 330 1• 1/2 770 480 560 440 660 400 470 360 610 370 430 330 610 360 420 320. 580 340 400 310 _ 518 1070 660 760 590 9.40 560 620 500 880 520 540 460 870 520 530 450 830 470 490 410 1-1/2 314 1450 890 900 770 1270 660 690 580 1200 590-:•610- 510 1190 560 590 490 1140 520 550 450. Sm 112 830 510 590 480 720 420 510 390 670 .380 470 350 660 380 460 340 620 360 440 320 5!8 1160 680 820 620 1000 580 640 520 930 530 560 460 920 530 550 450 880 500 510 41-0 3=112 1-3/4 .3/4 1530 900 940 780 1330 770 720 580 1250 680 640 520 1240 660 620 500 1190 600 580 460 zmom 112 830 590 590 530 750' 520 520 460 720 490 490 430 710 480 480 420 690 460 460 410 5/8 1290 880 880 780 1170 780 780 650 1120 0 1110 690 690 550 1070 650 650 500 3-1/2 3/4 1860 1190 1190 950 1690. 960 960 710 1610 870 870 630 600 850. 850 600 1540 800 800 560 5/8 1070. 660 760 590 940 560Fr 640 500 880 520 590 460 870" 520 590 4450 830 470 560 430 1-112 3/4 1450 '890 990 780 1270 660 850 660 1200 590 790 590 1190 560 780 560 1140 520 T40 520 Ips - F'♦{'. ''q i9 4.ttj �T-]. tLA17 5/8 1160 680 820 620 1000 580 690 520 930 530 630 470 920 530 630 470 880 500 590 440 5-114 1=314 3/4 1530 900 1050 800 1330, 770 890 680 1250 680 830 630 1240 660 810 620 1190 --- 780 590 518 `1290 880 880 780 1170 780' 780 680 1120 700 730 630 1110 690 720 ' 620 1070/650 690 580 i IF 3-112 3/4" 1860 1190 1240 1080'1690 960. 1090 850 1610. 870 1030 '780 11600 850 1010 750 1540 800 970 710 518 1070 660 760 590 940 560 640 x500 880 520, 590 460 870 520 590 450 830 470 560 430 1-112 3/4 1450 890 990 780 1270 660 850 660 1200 590 790 590 1190 560 780 566 1140 520 740 520 518 1290 880 880 780 1170 780 780 680 1120 700 730 640. 11'10 690 720 620 1070 650 690 580 314 1860 1190 1240 1080 1690 960 1090 850 1610 870 1030 780,1600 850 .1010 750 1540 800 970 710 3-112 518 1070 ex660 7r 590 560 640 500 880 590 790 590 870 520 590 450 830 470 560 430 3/4 1450 890 990 780 1270 660 X850 660 120 1190 560 780 560 1140 520 740 520 1-1/2 _ 661): �� T=1/2 'Z�`��".«1�'a"�•4y1''__= t,5'�.�_ ;� ��,�_'_._ � _�_ 1�.c, _` _ 5/8 1290 880 880 780 1170 780` 780--' 680 1120 .700 730 43 1110 690 720 620 1070 650 690 580 3-112 314 1860 1190 1240 1080 1690 9601090 850 1610 870 1030 7801600 850 1010 750 1540 800 970 71.0 �aA. ,z...1ITI SIM, I I L 'ALPSA + rl 1a 1.Tabulated lateral design values(Z)for bolted connections shall be multiplied by all applicable adjustment factors 2. (see Table 10.3.1). 2.Tabulated lateral design values(2)are for"full diameter"bolts(see Appendix L)with bending yield strength(F (see of 45,000 psi. AMERICAN WOOD COUNCIL ) ,