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IDENTIFICATION STAMP
<br /> DIV"OF THE STATE ARCHITECT
<br /> USA Shade and Fabric Structures Pagr-. USA Shade and Fabric Structures Patie: 't;' USA Shade and Fabric Structures Pa;e USA Shade and Fabric Structures
<br /> �° r APP, 04-118151 INC:
<br /> 8505 Chancellor Row sheet Shcc:[: Sheet: Sheet {
<br /> �`�_ 8505 Chancellor Row 6505 Chancellor Row r 8505 Chancellor Row -
<br /> '' 75039 Qeaas,TX RESULTS 75oa9 nallac,sx RESULTS il z5oae o-, .rx RESULTS REVIEWED FOR R
<br /> RESULTS 75039 Dallas,Tx
<br /> , �- `i.
<br /> SS O FLS O ACSO
<br /> Project... Model:I gS1�d01.,I�7S,f2,7¢Fit Project - _ Model:;DSMWIJ203012.16•RS
<br /> PrujecC _ Model: DSA401J303D72.58•R4 Project:: MvdgF; fl$A107J3410f2.78-R1-. DATE:
<br /> fl5.22.19
<br /> 4.1 NODES-SUPPORT FORCES Result Combination 4.1 NODES-SUPPORT FORCES Result Combination 4.1 NODES-SUPPORT FORCES _ Result Combination 4.1 NODES-SUPPORT FORCES Result Combination
<br /> Node S171ppad Forties jkip�] Support AAnnents Iwpnl Nobe support Fortes Npj support MoM1 a is Pdpiq Node suppon Fbr-001 Snppon MtNrrgin 5[klpa] A4ode Support Foralee l�+l Su ppoxt kkontentts lkiPbl
<br /> Ab, RC Pit Pr Pr tiht My M, Ng. RC Px Py Pr M. Mfr 1 Mfr No, RC Pk Py Pp A4x m W Rio, Re. Pr L Py. Pr Mx Me Mr
<br /> 1 Max 0725 9.591 1.335 Foundation Loads 1 _ 0.78$i-13769 11543> 1"355 9.837 rFvundaum Loads 1 5398 0"877 .if�i 96.645 i 1.762 Foundation Loads t Fdax 1.758 1709 �.Q18[_ 6-910[ 22797 2.732'Foimdstlnn Londa
<br /> Min .1 •1. -.SAW. 0 ODD -0 367 Formdalinn Loops lin -0.078 -0,776 -1.488 4 Am -0,364�Foundation Loads � 4,001 -0.87 4.302 -13 26 0.000 i -1,034 Foundatno Loads Iran -0290 -0 805 .3,466, -1"2. .* -1.252 1 Formdglion t.oW5
<br /> RC3 Max asm 0.425 0.458 I,859 9.580 9-478 Foundation Loads RC3 Max 0.967 0516 D.550 1-7 9,118 13.637 Foundation toads 5 RM
<br /> Max 1.Lr>f9 7 3 0"804 5A88 17.220 7.1333 Foundation Loads 5 Rp Max 2.109 1,572 1"098 i 5.00 l 23,404 1.251•Foundation Loads
<br /> I Min -7309 3A18 .1440 -0.695 Foundahon Loads Min -0"350 1 -0.227 i •1.330 -4.442 4.367 -OAM Fcunidatcn Loads Mn -0:362 -OA40 ,2068 4.884; •3.631� .0,588 Foundation Loads Min -0.945 -0.667 -2.693• -14.863 -0.825 Foundation Loads
<br /> 9 RC3 Max 0.879 0.750 .0:� �0833 1��. 100083 -0.394 Foundation Ldoads 9 lint- 0.0.'7 -0.773 9.4� 47111t; 9240�� IAW'Foundation Loads 9 RG3 Mex- 7.330 1A49_ 0.694 Um 16.769 1.740 Foundation Loads 9 RG3 Max 1.744 7.729 7.02& 6.885 23.088 2.689 Foundation Loads
<br /> -- ----------------
<br /> RC3 -#talc 0.816 0"726 0.560 1.378 9240 1.586 Fcundati
<br /> ___ {Jin .1 f••-_. - .on Loads -0.463 � -44356 0.000! -3. 3 Foundation Loads _ l.Yn -0288 .803 -3.063 -16-703.. •T -1.254 Formdcngn Loads.. u --chat-_..L 3I
<br /> 7� Max 1.090 0-477 0- 1.942 10-362 0-531 Foundation Loads 13 RC3 Mex 5.[126 0511 4.563 1.356 9.978 0.869 Foundation Loads 13 RC3. AAat 5.871 7.007 0.805 5.659 77.500 7.042 Foundation Leads 11� RG3 Max 2,751 7.562 1.707 i 8.766 23,551 1253 Foundation Loads
<br /> Min 77 -1.204 •3.356 -0.1160 -0"644 FoundalnonLoads Mn -0.308 -0.2401 •1"328 •4.246 •2.880 .0332 Foundation Loads -0.371 •0.6531 •2.082 •&344 •2"990 -0.555 Fou.ndabonLoad5 OR 4LO14 -0.704 -2.693 -14.737 -9:2x6 -0.763 Foundation PROPERTY OF USA SHADE AND FABRIC
<br /> ----- - - -
<br /> n 1i
<br /> 179 RC3 Max 0.595 0.!520 0.732 1 163 4.920 0.074 Foundation Loeda 1161 RG3 A1e11 0.673 1.008 1.007 7.806 5.817 0.045 Foundeoon Loads S RC3 Max 7.081 7.862 1.278 6.135 9.584 0.058 Fou da on Loads 179 RC3 Max 1.575 2.723 2.092 10360 75.221 0.002 Foundation Lceda
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<br /> titin O.ODD -0,580 -x-4$6 -8.850_ 0.000 -0.403 FoundatxxiLo�> Mfr1 0.000 -0388 -2.975 -7.377 1 0.000 -0.13651 FoundatloriLoada 0.000 -0.658 4376 -18.310 0.000. -0368 FOLlndatxpiLplds _ M1Arn 0.000 -{.372 -0.650 -23_x880:000 •0.337 Fp„nda6anLoads STRUCTURES AND SHALL NOT BE
<br /> 1737^ Mas _ 0"5as 0. 9 1,056 3.76,3�920�6.-103'Foundation I oada 18-3 RC3 Max O.B73 1.226 1"189 3217 5.817 0"085 Foundation Loads 187 RC3 Max 5.087 ZOOS 5'908 51.788 5564 0253 Foundation Loads 17 1 RC3 I Max 1-575 33-057' 2.337 13.208 75227 0$34'Foundation Loads REPRODUCED WITHOUT THEIR WRITTEN
<br /> Min 0.000 -0.780 •2.302 -8.830. 0.000 -0974 -Foundalpan-_--____Loads Min 1.01 -0.534 •2,848 •11651 0"0017. -0.045 Foundat,on Loads Ain 0.000. •1.393 •3SM •7$.685 0.009• -0,457 _...tion Lotids Mkn 0.0013 1 •1.580 •4.815 -2823000 0.0130 Foundalim Loads
<br /> 183 RC3 - Max _ 0"648 _ 1.DD2 0.794 1088 6"486 0.134 Foundatponluada 7$5 RCS Max _ 0"718 1"079 1.1362 5.729 6.062 OA78 Foundation Loads 769 R.C9 Max 7"731 2.048 _ 7.296 _ 6,820 10.722 0.082 Foundauo. Loads 183 RC3 I Max 1.831 2.872 2.157 111.135 75.837 _ O.D24 FoundatlonLoads PERMISSION.
<br /> _ OJ000 -0.172 -2,473 -7.842. O.DOD -0.101 Foundation Loads min 0.000 -0. S 728 -7.699 O.DOD' -0985!Foundauon Loads Mtn .000 -0.834 43til •78.335'- 0"00D� -0170 FourdabS n Loads Min 0.000� 1.361_ -4.890 -25157' 0.000 -0.370 Foundation Loads
<br /> 185 RC3 Max 0.648 0.874 1.024 406816.488 0.121 Foundation Loads 187 [RC3 Max _ 0.718 1.738 1.161 3"488 8.082 0.084[Foundation Loads 165 RC3 Max 1.137 1.891 1"865 12&37 10.122 0267 Foundation Loads 185 Rio Max 1.631 2.911 2.329 14229 15.837 0.368 Foundation Loads
<br /> Min 0.0130 -0.599 •2358 •8.098 0.000 -0"086 Foundation Loads Min 0.000 -0.551 •2.593 -9.778 O.DOD -0.051 Found_atron Loads Min -0.013 -S 456 •3.573 -16-987: -0.123 -0.082-Foundation Loads Min •0.011 •1.654 •4.768 •26A68 -0.124 -0.001 Foundation Loads
<br /> 34 RC3 Max 0.580 _ 0"720 0.436 1 473 2.834 0.339.Foundation Laeds 353 RC3 Max 0.468 0.708 0.542 2.078 _ 3,919 0,285 Foundation Loads
<br /> $ RC3 Max 0.720 1.417 0.704 7-239 5,505 0-465 Foundation Loads --34§'- RC3 6Aai; 1.178 1.706 7.018 10.641 70.626 0.767!FoundaF7en Loads
<br /> - Mtn -0.1341 -0.760 -1340 -6.990 -9.689 -1.335:Foundation Loads -_ Min -0.788 -0.239: -1,488 SS17 -8.883 •1.637 Foundation Loads _--. Min -13&5 -0.758: -2.352 -13.903' -16.640 1.762 Foundation Loads -_ Min -1.718 -1.104 -0,066 -16-413 22-725 -2"734�Foundation Loads
<br /> -6-nd--------- ._...._. .-.
<br /> 353 RC3 Max 0-360 0.425 0-459 3626 2,034 0.696:Foundation Leads 357 .RC3 max OA68 0.516 D"550 3.10 _ 919 r 13.864 Foundation Loads 353 RC3 Max 0.720 1.013 0.805 10:���.940�Founda6on Loads 353 RM Max 7,178 7.57{ ' 1.1399 12,740 70.526 5.358 Foundation Loads
<br /> bin •0.986 1 1OAB2 •1.411 -3A45 •9.580 -0"478 Foundation Loeb ..Phil - -O_%1 1 -0.425! -1.293 i.Y2 -9-119 -0.836 Foundation Loads Min -1,5x9! -1076 -1,807 •6.661 -17.227 -0.606 Foundation Loads _ min •2.110: •1.252 •2,493 •74.860 •23.007 -0.602 Foundetkn Loads
<br /> 384 RCS Mex 0.598 1,002 0.794 1�oss 4.896 0.083 Foundation Loads -..369 RC3 #lax 0"885! 1.079 1,062 1,729 5"721 OA50 Foundation Loads 30+3 RC3 Max 11]92 2.047 1,291 5-820 9-545 D"091 Foundation Loads RC3 Max 7.809 2.872 2"157 10.735 15.588 0.049 1 Foundation Lceds 8
<br /> Min -0.159 •0.772 -2,473 -7512 1.786 -0.135_ Foundation Loads Min -0.786_ -0.261 2.728 1 -7.689 1.629: -0.091 Foundation Loads _ Min -0.225 •0.834 x.318 •1&334: -2.834 1 -0380 Foundation Loads hili -0.230: -1.389 -4.890 -25557 -3.149 -0.345 Foundation Loads p[ Fabric Structures
<br /> 368 RC3 Max 01596 0"874 1.1324 3921 4.898 0.177"Foundation Loads 371 1 R03 Max _ 0.885 1.138 1,161��3.3M &721 i 0.091 Foundation Loads 3-W- RC3 Max 1.092 1.881 1"883 11.946 9.845 0.277 FauMeBcn Loads 368 RC3 Mex i"809 2.977 2.329 13.470 15"588 0"342 Foundation Loads
<br /> In -0.176 -0.596 -2256 -8_098 -1.954: -0.12D Foundation Loads _ Min -0-157 -0.548 I -2.593 1 -9-776 -1,713 -0"067:Foundation Loads __ Min -0 13T -14121, ~3.562 -1$.988 -7.634 -0-09? Foundation Loads On -0.197. -1,6"- -0,788 -26AM. -2-4901 -0.058 Foundel4n Loads
<br /> _44117-[RC3 Max 0.368 0-749 0.459 1 A03 2.873 0-390 Foundation Loads 455 RC3 Max 0.475 0.725 01559 2.035 4.007 0"348 Foundation Loads 449 RC3 Max 0.725 1.447 0"706 7.178 szoti O"505 Foundation Loads RC3 Max 1.184 1.727 1,024 10.583 10-609 0.821 1 Foundation Loads
<br /> Mtn -0.879• -0.544 -1.385 5354: -10.084 -1.310_Foundation Leads Min -0.816 •0.234. -1.498 -5.701 -9.237 -1.595!Foundation Loads Min -1.274 -_0.752 I -2"358 •14.231 -18.764 1 -1.740 Foundation Loads _ Min -1.743 1 -1.100 3"083 -1&675. -23.070 -2.690 Foundation Loads CORPORATE HEADQUARTERS
<br /> 453 I RC3 Max 01356 0"477 0.466 3737 2"973 0"6-45 Foundation Loads 459 1 RC3 Max 0.475 0.51 S 0"564 3.197 4.007 D.734 Foundation Loads 453 Rio Max 0.725 1.067 6.808 50.821 5.1189 0.9357 Foundation Loads 453 1 RC3 Max 1"184 1"562 1.108 12.209 SD"609 _ 1"305 Foundation Loads
<br /> ! Mn 7 -1,030: -0471 -7,489 ,256 -14.382. 1.531 Foundation Loads _ Min -1.027 -0.433: -1.263 -4-244. X9.911 -0.60�Foundeoon Loads _ 'Min •1.611 .1081 -7.793 $-341 -11.507 -0.648 Foundation Loads _ Mtn 1 -2.751 i -1.258 -2.490 -14-734 -23.554 -0.857�Foundation Loads
<br /> 7839 RC3 Max D.709 0.716 0"390 1724 8.844 1-113 FoundatlonLoads 1691 RC3 Max 0.681 0.703 0"504 2.752 BA83 1.342 Foundation Loads 7883 Max 125D 1.423 D"6M 5.879 13.520 7.7381 Foundation Loads 1641 RC3 Max 1,457 1,758 0.993 9.007 79.693 2,589,Foundation 8505-A CHANCELLOR ROW
<br /> Min 0.1300 -0.778 -1.359 -8.083 0.0001 -0.390 Foundelidn Loads 1 Min -0.Q54 •9.259 •1.498 -5.522 O.DQD -0.400.Foundation,Loads Min -0.091 _ _-0.627 •2.348 •14331 0.DOD •0.930 Foundation Loads 1 _ Min -0.351: -0.97,_ 3"082 -17.071 -1.911 -1.137 Foundation Loads
<br /> 1847 RC3 Max 1.021 _ am _ 0.894 0000 7"591 0.115 Foundation Loads It% Rio Mex 1.0861 0.893 1.711 OAOD 7.56661D.O54 Foundation Loads 1�$1 RC3 Max 1.857 1.061 1.538 0.002 18.787 0.337 i Faurtdsfion Loads 1849 RC3 �Max 2.872 Y.544 2.192 0.002 24"717 0.149:rwndatiori Loads DALLAS T� 75247
<br /> _ Min 0.000 O.ODO -2.20 5.314 0.000 -0.356 Foundation Loads _ Min -0.109• 0.000: -2.674 $.539 -0.344 -0.3M 1 Foundation Loads _ Min -0.171 O.tl00 -3.849 -10955 -0.076 -0.510 Foundatirin Loads l fin -0.657 0.00( {7.774 -17-414 ~3.867. -0.965 Foundation Loads 1 1
<br /> law RC3 Max 0"780 0"578 0-474 2.468 7,176 0.390 Foundation Loads 1705 RC3Max 0.788 0.733 0"546 1.764 6.822 0.400 Fourdation Loads 1697 RC3 Max IA37. 1363 0"851 6-422 15.000 GA30 Foundation Loads 1655 RC3 Max 1.864 7.934 1.096 5-782 7g-393 1"133 Foundation Loads
<br /> _ _... _..
<br /> Nla -0.127 •0.259 -1.216 3.737 -1.179 -0.fi57 Fwnuulalcn Leads Min -0.330 -0.208: -1.381 -8.759 I -2.871 -0.777 Fvundaiian Loads _ Min -0.481: -0.713 -2.105 •72.717 -4.637 -0.712:Faurutatlw,Leads M+n -7,478' -0.680 -2702 -19-316 -11.350 •O"1766 Foundahan Loads 800-966-5005 RC3 Mex 0.733 0.785 0,404 21457 8.893 1.721 Foundation Loads 1 I RCS 1Nex 0.898 0.736 0.615 2.585 8.593 1.359 FaundaaonLoads 1704 �I RC3 Mex 1.282 1.484 0.819 8.227 13.545 7.704 Foundation Loads 1 RC3 Max 1.454 1.Sld 7.005 9.540 18.701 2.527 Foundation Loads
<br /> __ _ Uri 0.000 -0.215 -7.374 -0.605 9.000 -0.369 Foundation Loads Mint -0.080 -0.289 -1.520 5.859. -0.1320 -0.383 Fourrdabon Loads bin -0.100 -0.869 -211 -74988 0.000 I -0.861 Foundanm Leads _ "MR -0.363: -1.013 3.0197 -17.759 -2.037 -1.073 Foundation LOWS
<br /> 4>
<br /> 1885 {RC3 Max 7.13 _ 0.622 - 0-907 0.852 7.903 D-705 Foundation Londa 1717 Rp Max 5.107 0.7133 7.113 0.673 7.860 13.033 Foundation Loads 170$ [Rp Alert 7.914 1.092 _ 7.560 1275 17.698 0.363 Foundation Loads 7867 'RC3 Max 2.729 7.589 2218 1.703 4. 7 _ 2[10 Foundation Loads CERTI F1CAT[ONS:
<br /> Lin d (LOW �0.0a11 •2299 -4.820 0.000 •0.320 Foundation Loads Mtn--- -9.114 -0.071� -2.593 •5.822 i -0A31� -0.331 :Foundavon Loads _ --Mh-- -9.200 -0.107� •3.848 .9.439 -OASS 1 -0A53 Foul,dal",Loads Min -0.767 4,148: •5.142 -14-847 •4"587 -0.857.Foundation Loads
<br /> 7075 RC3 Max 1.038 0.650 O.B95 0856 7.903 0990.Foundation Loads 1727 RC3 Mex 1.978 0,840 1.109 0.520 7A76 0,069 Foundation Loads 7779 RC3 Max S"914 1"710 1.548 1.879• 17.866 0.268 Foundalioar Loads 1077 RCS Max 2.828 1.737 2.1912 1.239 23.392 0.192 Foundation Loads IAS CERTIFICATION No: FA-428
<br /> Fin 0-000 -0-066 -2-40 -8A15 D-OW. -0.337 Foundation Loads -0.1 I4 1 -0.057 i -2575 -7.734 -OA31 -0135!Foundation Loads Min -0.208 -0.172 -3.848 -12460 -OAS&'. -0.441 Foundation Loads Ain 4707 -0-111 1 5,t46 -19-492. 4.581 -0-780 Foundation Loads
<br /> 1887 RC3 Max 0.785 o-. _ D.4r 2.780 7.180 0.389 Foundation Loads 1 RC3 idaot _ 0.792 0.801 ,4545 7.906 8.891 0"383 Foundation Loads 1 6 Rio Max S.dM 1.317 6.854 7.187 15.094 13.880 Foundation Loads 1683 Max5.872 2.009 1. B 38 19.579 7.072 Foundation Leads
<br /> 636 RC3 096 2
<br /> Min -0.135 -0.286 -1.224 •6425: -1.278: •0.671_ Foundalnon Loads IYiiS -0.349 -0.220 1 •4.49 -7.518 3"103 -0.789,Foundation Loads I Mkt -OA74 -0.777 -2.516 .13.406 5.006: -0.729 Foundation Loads Min -1.102 4.713 1 •2.708 -20.264: •1$Am -00,9w _Foundaliwi Loads
<br /> 2056 RC3 Max 0.373 0.715 0.392 2895 3.015 0.114_FoiundaknLoads 7107 RC3 Maar 0-476 0]02 0.503 3-453 3-866 0.732 Foundation Loads 2098 RC3 Max 0-738 IAA 0-690 10-002 5-839 0,485 Foundation Loads 2057 RC3 Max 1.185 1.754 0.991 13.818 70.587 0.123 F'pjndationLoads CLARK COUNTY MANUFACTURER
<br /> MR -0.644 -0.272 -1.359 -0.055 -0-Bax' 1"113 Foundation Loads •0.818. -0.3611 -5.488 -6.512: -6A79 -I.342�FoundationLoadsAir! -1062 -0.984 --.-8 -14201 -13.6141 -7.738 FvurdatmLoads Ain -1"457 -1.360_ x.062 -17,438 -5B-878 -2-590 FoundaiinnLoadR CERTIFICATION NUMBER(NEVADA): 355
<br /> 2082 RC3 Max DA09 _ 0.598 0.694 0.000 3.485 0.356^Foundation Loads 115 •Rio Alert 0.585: 0.896 1.772 O.00D 5907 D.391IFoundation LLoads 107 RC3 Mae 0.914 1961 1.548 0"007 7.877 0"511 Foundation Loads 2054 RC3 Max 1.748 7545 111 0.002 15"541 _ 0.965 Foundation Loads
<br /> bin -1.020 O.ODO -2.289 5314 •7.588 -0.175 Foundation Loads min -1.085 0.000 -2.574 -0,635 -7 663 -ILMA Foundagon Loads Mkt -1.856 0.000, -3.823 -10-VA -16 778 -0.336 Foundation Loads min -2.671 D ODO 5.170 -77,474 •24.111 -0.549�Foundation Loads
<br /> 333.3• -------- - - ........
<br /> 2067 ;RC3 Max 0.373 0.578 0.474 4750 3.015 0.656 Foundation Loads _ 2127 Rog M" OA74 0"733 D-547 3.987 Isola 0.779 Foundation Loads 2113 RC _ _ 0-738 1262 0-852 12.543 5"939 O"823 Foundation Loads RC3 Max 1.185 5,933 1.097 14.390 11.353 1.221 �Foundation Loads CUSTOMER:
<br /> Lin 41780 -0. -1"1192 -5.735 -7.118 -0.127 Foundation Loads -0.786 -0.605 -1.380 -6.757 -6.622 -0280 Foundation Loads -1.437 -1.220 1 -1.902 -12.708 -15.001 -0.539 Ftwrdatluu Loads Min -7 Ask •1.432 -2.892 -19-312 -19.394 -0.753 Foundalipn Loads
<br /> 71 RC3 Max 0"374 _ 0.785 OA04 3549 3.007 0.059:Foundation Loads 1 RC3 Mat 0.477 0.734 D"514 1 4.074 3.993 0.060 Foundation Loads 11 Rio USX 0.736: 1.481 0"690 10.405 5.804 0.018 Foundation Loads 3 RC3 Max 1.188 1"s11 1.003 14.638 TD"606 _ 0.0617 Foundation Loads
<br /> _ min -0.844 -0.328 -1.374 -6597 -8.890 -7,121 :Foundation Loads _ Ain -0.62 t_•,. -0.422: -1.520 5-Bk9 _ -6-589 -1.360 Foundation Loads __ Min.
<br /> -1.055' -0.994 -2.358 -14.959 -13.539 -1-705 Foundal Loads _ bin -1.454 -1 4 t8 3,097 -17.722 -18.685 -2.529 Foundapan Loads Stockton Joint Un i f i e d
<br /> 2078 RC3 Max 0.435 _ 0-622 0"901 1,069 3.774 0-320 FoundaWn Loads 2433 F _ 0,513 0.703 7,114 7.717 5,W3 0.331 Foundation Loads 2425 RC Max 0-953' 1.092 1.561 1,639 8.724 D-453 Foundation Loads 2080 RC3 max 7.820 7.589 2-217 2.418 16,104 _ 0-857 Foundation Loads
<br /> Min -1.63-4 -0.100 � -2299 -4.821 -7.834. -0.105 Found'alion Loads � -1.107 -0.119 -2.592! -5.823 -7.848 -0974 Fourdabon Loads Min -1.907 -0.138 -3.8413 -9.436 -17.549 -0.361 FouMaWn Loads -2729� -0.274 5A42 -74.1148 -24.91 -0"353 Foundation Loads
<br /> RC3 Max DAM 0"650 0.695 1.148 3.7781 0.337 Foundation Loads 14 RC3!::[_ Malt 0.613• 0.840 1.109 0.940 5.303 D.336 Foundation Loads 1 R03 Max 0.953 1.110 1.548 1"613 1 8.124 0.442 Foundation Loads RC3 Max 1.819 1..738 2.192 2.047 1&704 0"7817 Foundation Loads S
<br /> _ Min -7,017 -0.176: -2-289 -6415 -7.431 -0,090 Foundation Loads AM7 -1.076_ -0.104 -2.575• -7.735 -7 333 -0.026 Foundation Loads Min -1.844 -0.141 -3.845 -12.458 -16514 -0268 FourdBdnn Loads Mn -2-627 -0 190 S.f4S -39-491 -23 -0.572 Foundation Loads
<br /> 2091 RC3 Max 0.374 0-636 0-478 5.371 3.007 0.672 Foundation Loads 2148 Ftp [er OA77 0.801 D.546 4.496 3.993 0,790 Foundation Loads 2147 RC3 Max 0.736 1.377 0.855 13-MO 5.804 0,844 Foundation Loads x0ai RC3 Max 7.788 2-008 1 I-Ogg 75,089 77. 1.728 Foundatlpn Loads
<br /> Min -0.785•-- •0.810 -1212 -8.423 -7.181 -0.154 Foundation Loads -- •Mk]EAt -0.792 -0.552 -1.409 I -7.555 - -6.891: -0.335 Foundabon Loads MIn -1.444 -1 257 -1.913 -13"401 -15.098, -0.584 Foundation Loads Min -1.872 -1.486 -2"809 -20359 -1 -0.833 Foundation Loads
<br /> PROJECT NAME:
<br /> Pvlrc. .+•• Page. c34i77 P 1. 54.:' Page: rWTT Franklin H1C��-1 SC�-1001
<br /> USA Shade and Fabric Structures s USA Shade and Fabric Structures USA Shade and Fabric Structures USA Shade and Fabric Structures 9
<br /> Si:r:i�l Shea[: Slueet [ 8tleet:
<br /> 8505 Chancellor Raw 8505 Chancellor flow 8505 Chanoellor Raw 8565 Chancellor Row
<br /> �J -., i>� 7 2 '4`x..
<br /> . i 75039Dallas,7x }RESULTS 11 c# 75039Da11as,Tx RESULTS 3 75039Daua.,Tx L RESULTS r r r5o39DalLa%Tx RESULTS
<br /> TP-ject
<br /> � Model: DSA405J2D2S16•R7 , f Patel:{I Model: DSn401J2030.16•Ri I Tl*.-
<br /> 'M
<br /> 1 Model:I tJSA401J303G.16-Rt ProjacC I . Model: DSA401J3040.16•RI LOCATION:
<br /> 4.1 NODES-SUPPORT FORCES Result Combination 4.1 NODES-SUPPORT FORCES Result Combination 4.1 NODES-SUPPORT FORCES _ _ Result Combination 4.1 NODES-SUPPORT FORCES Result CombinaGv Node Support Forces(kip) support Moments[kips[ Ill Support Forces Npi Support Moments[kipill Node Support Forces Pdol suppon Mon a is[>01 Node I Support Forces[kip) f support Mornerb lidpiq N0. Re Px Pr P= A4, W Mz No. RC Px Pr P; 141A4. M,- N0. RC Px Py Pr MIX JMy M= No, RCPx. Pr P7- Mx W Mr-- -i-- .. -� ----- - -- - ---.... _- ----- -- - - - _ .. ... _T Max [ 0.721 0.688 D-490 0.857[ 6.364 7.89{5 F'iiunciolftin Loiada .1 Alax 0.992 0.802 0.473 7.708 14.728 2.042 Foundation Loads 1 Mlsx _ 1.41 _ f.5 0.658 4.289 22.442 2.Y81i Fnlinda8cri L.osds 1 RC3 Mai {.592 F.B30 1.094 6.55,4 - 25.248 3.757[Foundatlpn LoadsMHM1 0000 -D096 -1.396 •8403 0.000 -0.334 FowldatldlLoade _ Min 0-000 -0,158 -7.7:53 49.836 0-D00 -0.537 FoundaunrsLoads Min 0.000 -0-407 -$aOS -7$.823 0.000 -t.TA7 FvundationLoeds Mm -0.230 -0651 _ -318.1 -ta5,428 -0-90 -1$378 FoundatgnLods
<br /> �_._RC3 Max D.721 0.548 0.391 1 12233 ?.897 0.582 Foundation Leeds _ 5 Max IAA o,-s r 0.553 2.335 15,2081 0-815 Foundation Loads Rp Max 1.668 1,720 0"754 6.949 22.756i 1.246 Foundation Loads 5 RC3 Max 1.845 7,486 1.05& 5-081 23-973 7377 Foundation Loads MODEL NUMBER:
<br /> Min -0.135 -0.200 -1.269. -4.887 -1.946: -0"974•Foundation Ldeds Mm -0.347 -0.244 •1536 _ -0.589 i"686. -0.938 _Foui,dat,on Loads Mm .0330 -0.642. •2.327 •11.136 -4.301 -0.736 Foundation Loads _ Min -0.8135 -0.543 -2.820 •15.778 -10.978. -1.266i FoundalonLoads9 RC3 Max 0"743 0.720 0.530_ 0787 &932 1.685 Foundation Leads 9 Rio Max I.O27 D.810 A86 1"&17 _ 15.317 1.969 FoundationLoads 9 "RC3 _ Max _ 1A63 _ 1"556 0.679 4.199 22"720 2"157 Foundation Loads 9 RC3 Max 1.627 1.557 1.io9 6.524 _ 25"845 3.680 Foundation LoadsnMIn 0.000 -0.083 -1412 -6777 0.000 -0.374;Foundation La.. -- MIn 0-000 -0-154 -1.733 -8:915 0-000 -O N$ FouniMlmo Loads Min O.p00 -0.4013 -2609 -19.383 0.000 -1384 Foundation Loads __ Mtn -0,229 -0-649 3.182 -18-027 -0.964! -7.390 1 Foundalion Loads05,4413�J-'I5 RC3 Max Q.772 0,537 0-385I 1,308 8-754 0-644 FpundaDpn Loads 13 RQ3 Max 1.242 0-6M 0.524�I 2.425 16.455 0.871 Foundation Loads 73 Rp Max 1.701 1.714 0"753 7.{74 23292 1284 Fourdetion Loads 13 RC3 Max 7.870 7.482 1-0701 5-410 24.947 1389 Foundation LoadsMin -0.097 -0.212 -5280. 4.752 -1.048 -0.873:Foandatlon Loads MIn -0.299 -0.258 •1.533 •6.297 •3.907 •0.842 Foundation Loads Min •0.284 -0.658 •2325 •11.038 •3"257 •0.686 Foundation Loads Mm -0"830 -0"565 •2.619 •15.350 •10.084 •1.155 i Foundation Lands_ Max D"706 0"839 0.775 1101 8"503 0.071 Foundation Loads 181 RC3 Max _ 0.883 1.134 0.987 2.157 9.118 OA70 Fourde8on Loads 1 'R.C9 _ Marx _ 1.29a _ 1.920 1.281 6.259 13.546 0.065 Foundation Loads 179 .RC3 Max 1.6B8 2.488 2.223 9.353 18"730 O.D02 Foundation Loads
<br /> Mtn 0.000 -0.548 -2-433 -8218 0.000 -0-049 Foundation Loads _ Min 0.000 -0.246 4AD8 -11.243 0-000 -0.175 Foundation Loads Min 0.000 -0.694 4.807 i -21.378 0.DOO -0.298 Foundation Loads Min 9900 -1.095 -5,718 -25.307 0-000 -0274 Foundations Loads
<br /> 781 ,RC3 Max 0,708 0-958 i.D23� 2�80a fi.503 0.048 Foundation Loads f93 Rp Max 0.883 7.241 1.186 4.938 9.716 0.775 Fpurx156pn toads 181 RC3 Max 5398 1.850 1.936 54.877 73.547 0.295 Fcundadon}meads 161 RC3 Max 7,688 2.875 2.339 71,37[1 18.730 0.272 Founriatfon Londa
<br /> Min -0.428 -2526 -40.062 0.000 -0.071 Founabp,Loads Mm 0.000 -0"579 -2- •15306 0.000 •0.070 Foundation Loads Min O.TAO •1.378 -3.886 1 •23.303 0.000 -0.00 Fcundatlon Loads __ Min 0.000 •1.232 3.084 -33.528 0000 0.000 1 Foundation Loads
<br /> 1RC3 Max 0.755 0"898 CAW 1 1034 7.079 0.783 Foundation Loads 185 RC3 Max 0.937 1.213 1,439 2.043 9"907 0.734 Foundation Loads 183 RC3 Max 1.357 2,779 7.301 5,836 14AOO 0.700 Foundation Loads 183 RC3 Max 1.755 2.654 2"313 9.217 19.610 0.065 i Foundallon Loads
<br /> _ -
<br /> _ MIn - -0.144 -2-472 1 -7.788 0.000 -0"M2.Foundation Loads Min Q.D00 -0.237 $.068 -12-357 i -0.186 Foundation Loads MIn O.D00 -0.884 .4"&17! -24.1 2 13.Oi10i -0.322 Foundation Loads Min 0.000 -1.082 5-783 -27566 0.000 -0.301 Foundrwn Loads1$5 RG3 Max DIM 0.915 0-969 3.064 7.079 0-164 Foundation Loads 787 RCS Max 0.937 1.757 1"472 SA42 9.907 alas Foundation Loads 185 "RC3 Max 1.357 1.734 1"S85 15.763 14.401 0.319 Foundation Loads 185 rRC3 Max 1"755 2.699 2.310 12.398 19"610 0298 Foundation Loads
<br /> Min •0.435 -2,486 41.538 0.000 •0.084 Foundation Loads Min 0.000 I -0.805. .1784- •13.934 OAOO. -0.076 Foundation Loads Min -0014 -1,410 -3.873 •21.348 -0.172" -0.100 Foundation Loads Min •0.017 •1.293 -"015 31.117 •0.217: 0.000 Foundation Loads
<br /> 349 RC3 Max ,4488 0"686 OA90 1383 4"523 0.333 Foundation Loads _ 353 I RCS Max 0"863 0.802 0.472 2.836 BA92 0.416 Foundation Loads 349 RC3 Max 0.930 1514 0.665 8.159 8.548 0178 Foundation Loads m RC3 Max 1.321 1.627 I'M 10.331 13.911 0.6517 Foundation Loads
<br /> Min -0.8744 -0.727 -5.398 -8.398 $•362 -5690 1 Foundation Loads Min -0, -0329 -1.733 -8"624 -14.724 -2.043 Fou dation Loads _ Min -1.397 -0;668 -2.801 -1&789 -22"435i -2.186 FoundationLoads Min -1.591 -0"909 3.185 -18.998 -25.231• 3758 Foundation Loam
<br /> 353 RC3 Max 0,486 0.548 0397 2.803 4,523 0-975 Foundation Loads 357 •Rp Max _ 0.883 O.SB9 O.S7d 5.050 8.492 0.940 Foundation Loads 353 RC9 Max 0.930` 1.120 01.95 13.512 8.548 1.744 FouMeddn Loads 353 RC3 Max 1"322 1A88 7.057 10.989 i3"971 1.665 Foundation Loads
<br /> h4in ,4.712 •0.323 •1.275 •4.881 •7.898: -0.581:FourdauonLosds MIn -1.165 -0.483 -1.451 5.688 -15208 -0.874 Fr7Urldatign Loads Min -7886 -7.094 2.07!8, -77.134 -22-7'57 -0.775 Foundation Loads _ _ M+n -7,845 -0.984: -2.827 -15.713 -23.974. -7.206 FpundationLoads- si.a .RC3 Max ams 0.606 0.950 1034 6603 9.675 Foundation Londa ••-I f Max 0"896 1.213 1.038 2.044 9287 0.083 Foundation Loads 384 R03 Max 1-312 2.718 1296 5.836 13.710 DA16 Foundation Loads 788 RC3 Max 1.729 2.654 2"313 9.217 IS.284 O.MO Foundation Loads
<br /> Min -0,743 -0.144 -2-472 -7.786 -1.782 -0.183.Founda9ds Loads Min _OA97 •0237 3.056 -12357 -3.015 -0.181 Fou nd"on Loads Min 0.249 -0.669 •4.1347, •24.150 •11190 -0.333 Foundation Loads Mut -0287 -1.065 -5 ,27. -4216 -0281 Famdation Loads
<br /> 366 RC3 Max 0"708 0.918 0.969 3.005 6.503 0.084 Foundation Loads 375 RC3 Max 0.898 1.751 1"172 5310 _ 9.267 0.780 Foundaedn Loads 366 "RC3 Max 1.312 1.734 1.885^1 14.696 13.710 0"330 Foundation Loads 3M RC3 Max 1"729 2"699 2.310 11.719 1D.284 0.281 Foundation Loads
<br /> Min -0"148 •0.437 -2:488 -9.538 •1.788 4.163 Foundation loads MIn -0.192 -0.598 -2754 -13.934 -2-901 -0.129 Foudation Loads MIn -0-170 -1.398 3.892 -21.348 -2-50 -0.117 Foundation Loads _ Min -0.220 -1-256 -&015 31.11 -0-066,Foundation Loads
<br /> 9 "RC3 Max 0.493 0.720 0"529 1311 4.594 0.374 Foundation Loads 455 Rp Max O.S72 0,809 ,4486 2.766 6.rr15 0-5138 Fourdadon Loads 449 RC3 Max 0.937 7.554 D.B77 8.087 S.B78 0.875 Foundation Loads 748 RC3 Max 7.333 7,654 1.707 70,262 14.086 0-963;Foundation Loads
<br /> Min -0.688 -0.120 -1.412 5.772 -8.931 -1.665.FoundalionLoada Min -1A27 -0225 -9333 -8"904 -15.308. -1.990 Foundation Loads _ _ Min -1.413 -0.660 2.6D9 •19.349 •22.713 •21513Founn.oa� Min -1"627 -0.904 3.1a2 -58.798 -25.827! -3.681 Foundaly Loads
<br /> R03 Max 0"493 0.537 0.396 2.767 4"994 0.914 Foundation Loads 459 RC3 Max _ 0.672 0.884 0.524 5.199 6.645 D.844 Foundation Loads 433 RC3 Max 0"938 1"113 0.754�� 73.634 8"878 1.134 Foundation Loads RC3 Max 1.333 1.482 S.o71 11AD4 14.095 1.633 Foundation Loads
<br /> MIn -0.772 -0.332 -1"173, 4.752 -8,754 -0.643'Foundelid+Loads Min -1,243 -0-492: -7.442 -0.286 -76.456 -0.869 Foundatlon Loads Min -1.701 -1.102 -1.986 -71.035 -23.293 -0,836 Foundation Loads _ M,n -1.810 -4.003 -2"620 -75"347 -24.940 -7.2$0 _FoundalionLolads
<br /> 457 •RCS Mex 0.773 0.749 0.504 1328 0,225 1.379 Foundation Castle 483 RC3 Max 1-007 0.913 D"505 2-886 74680 7.576 Foundation Loads 457 RG3 Max 1.845 1.845 0"739 5.875 1 23.702 1"784 Foundation Loads 457 RC3 Max 7.626 7.891 1.763 6.848 4-337 3-M7'Foundatlon Loads
<br /> M R 0.000 -13.123 -1.382 1 -7231 0"000 -0.331 Foundation Lpada Min 0.000 -0.225 •1.720 •10.414 0.000 -0.586 Fou dation Loads Min � 0.000 _0307 -2"557_ -23.826 0.000 -1.242 Foundation Loads � Min -0"288 -0.808 -3.1Be -72.198 -1.758� -1.411 Fourdalon Loads
<br /> RC3 Mex1.007 0"761 0.917 0.000 9"099 0"000 Fourida-Loads 1 RC3 Max 1.523 0.900 1.104 0.000 16.969 D.000 Foundation Loads ---RC3 Max 2.194 1"357 1.4940.003 20"8413 0.001 Foundation Loads RC3 M D. 2.594 1.700 2270 Q.ow 28.668 0.001 Fwndatlon Loads
<br /> _ Mtn 0"DOQ 0.000 -2-358 5.508 0.000 -062 r Foundation Loaft Min -0-M2 0-000 -P-819 -8-538 0000 -0.285 Fdmdetldn Loads MIn 0.000 0-000 4"198 -13.652 0.000 -0284 Fdnaatlon Loads Min -0.507 COW _6230 -18.508 -3.244 -0.642 Foundation Loads
<br /> 477 jRp Max 0-773 0-587 0-428 1.826 T.9B3 p-331 Fpundalfpn Loads 47'7RC3 Mac 5792 0.755 0-542 3.543 _ 15.de7 13.566 Foundation Leads 471 Rp - Max 4.843 1353 0.8013 70.879 25388 3.242 FoBndetivn Loads 474 FiC3 Max 7,921 7.732 7.737 7.779 24.876 S.4S7 Foundation Loads
<br /> 1 Min -OA48 -0.226 -1.287 -6,077 -1"436 -0.774 Foundation Lpaa Min -0.385: -0.292 -1.525 -9"361 4"720 -0.658 Foundation Loads _ MIrt •0.421 •0.912 -2.3773__ -14.144 di.82B: -0.420 Foundation Loads Min -1.004 -0"687 -2.815 -20.592 -12.546 -0"642 Foundation Loads
<br /> 906 RC3 Max 0"770 0.969 0.627 1.745 7.284 0.025 Foundation Loads 7 RC3 Max 0.847 1.340 1.037 3.561 10.048 Q.OQ1 Foundation Loads `•973 RC3 Max 1.381 2.348 1.2fi4 9.303 14"705 0.002 Foundation Loads I RC3 Max 1.795 2.918 2.310 13.091 20.206 0.002 Foundation Loads
<br /> MIn 0000 -0301 -2-04, -8365 0.000 -0.039 Foundation Loads _ Min O.OIXf •0.347 -3.111 -140510.000 -0222 Foundation Loads Mirt 0.000 -0.894� -0,767 -27.911 0.000 -0.340 Foundation Loads MM 0.000 -1.350! SB89 -31.191 0.000 -0.466 Foundation Loads
<br /> we Max 0,961 7.026 7.958 0.000 505 0000 Foundation Loads 1723 R-C Max 1.156 1.353 2309 0.000 11.927 0.000 Foundation Loads 917 Rp _ Max 5.894 _ 1.710 3.372 0.002 17.714 O.OD2 Foundation Loads 908. RC3 Max 2.385 2.881 4-W 0"001 25.609 0.001 Foundation Loads
<br /> Min O.ODO 6.000 •4679 1 •1020 0.000 OAOO Foundation Loads Min GAN 0.000 -&384 -10.145 O.DOO 0 000 Foundation Loads Min 0.000 0.000 -7,870_ -22.058 O.ODO •0.002 Foundation Loads _ � Min 0.000 o.000 •10.131 •33.913 D"0130 -0,00, Foundalron Loads
<br /> Max 0.770 0.970 0.888[ 3.544 7.284 OA39.Foundation Loads 927 RC3 Max 0.847 1.393 1.125 6.573 10.048 0.222 Foundation Loads 927 RC3 Max 1"361 2"098 1.781 {8.813 14705 0.337 Foundation Loads 911 RC3 Max 1.798 3.205 2.262 15DW 20.207 OA66 Foundation Loads
<br /> _ MIn 0.000 -0.477 -2463 -10.138 0-000 -0-025 Foundalion Loads I Min 0-000 -0.408 -2825 -77,1475 O.DOp C.007 Foundation Loads _ Min O"000 -1.634 3919 -25.721 0"000 D.000 Fwdation Loads Min 0.000 -4"490 -5-740 3a.NX 044 0.000 Foundalion Loads
<br /> 1327 RC3 Max 0-524 0.746 0-503 22% 6,007 0-181 Foundation Loads 1356 RC3 Max 0.700 0.912 0"5M CO 7.056 0.313 Foundation Loads 1346 -RC3 _ Max 0.972 1.84210.745' 71.231 9"162 0.483 Foundation Loads 1327 RC3 Max 1.408 1.888 1.161 14214 95"193 0.659 Foundation Loads
<br /> Min •0.667 •0.199 -1.362 -7.224 •8.223 •1. Foundation�Loads_ _ Min -1.007 -0.352: -1.720: •10.398 -14"674. -1517 FnunliaunnLoada MIn AA97 -0-860 -2.557 -23.783 -23.693 -1.788FonddonLoada On •1.6m •1"17 •3.188 -22.157 -25.310 •3.949 FoundalanL5334 RC3 Max 0.6D3 0.761 0.917 0000 5.749 0.162 Foundation Leads 1363 [RC3 Max O"799 0.9o0 1,105 O.DOD 8,403 0.285•Foundation Loads f 1357 Rp Max 7.124 7.357 7,485 0.007 77.733 0.267 Foundation Londa 73314 RC3 Max 1.845 1.70D 2"270 O.Oo1 20.457 0"644 Foundatlon Loads
<br /> Min -0.922 0.000 -2-359 -8.606 -7.994 0.000 Foundation Loads Min -1"523 0"000 -2.619 -8641 -18.987 0900 Foundation Loads Min -2.128 0.000 -COM -13.652 -25833: -0.003Foundation Loads Min -2-584 0.000 5.230 -18-670 -256W I -Q 003 Foudabon Loads
<br /> 7339 R-G Max 0-524 0.591 0.430 3638 5-007 0-775 Foundation Loads 1389 1 RC3 Max 0.700 0.757 0,542 7.121 7.56 0148 Foundation Loads 1383 RC3 Max 0"972 1.253 T-Wal . 58.688 I 9"182 7,421 Foundation Loads 13M RC3 Max 1"405 1.731 'Lila 74.661 15"19535 Foundation Leeds
<br /> Min .732 -0.404 •1387, -6076 -7.993! •4.291 Foundation Loads MIn -1.1912 -0.625� -7,506 -9.359 -t5"463 -0.666 Foundation Loads Min -5.044 -1.430 -2.074_ -54.138 -25-M -0.786 Foundation Loads MIn -1.921 -1.249 -2.736 •20.567 -24.821; .1-1135 Foundation Loads
<br /> 1639 RC3 Mex D.699 0"650 OA17 1540 6.632 1.279 Foundation Loads 1097 � Max 0.885 0.833 0.442' 3.02T -10,4928T-- 1.727'Foundation Loads � 1683 RC3 Max 1.343 1537 0.576 6.717 17.872 2.726 Foundation Loads 1&17 RC3 Max 1.425 1.685 1"047 6.968 19.865 3.440 Foundation Loads
<br /> .. - T.��----..._
<br /> Min 0000 -0.147 -1.397 5.103 D0p0 -0.366 Foundation __ Min -0.073 -0?47 -1.730 -8.907 O.OW -0.611'ru"ationLoads _ _MIn -0.028 -0558 ,2"591 -19.4 1 0.000 4.152 Foudatiod_Loads Min -0.282 -0.852 3.4913 -19.0&5 -1.6161 -1,336 _roundaliont.oads
<br /> 7677 RC3 Max 01899 0"774 0.903 1 0.000 8"125 0"670 Foundation Loads 1� RC3 Max 1332 0.862 1"067 O.00D 12.395 0.097 Foundation toads 1691- RC3 Max 1.872 1.280 1.538 0.002 21"359 0.398 Foundation Loads 1849 RC3 Mat 2304 7.884 2347 D.OD2 22"494 0.114 Foundatlon Loads
<br /> _ Min 0.000 D.ODD -2.393 •6.{39 0.000 I •0.288 FWtdation Lords On -0,476 0-000 -2.631 -9.522 0-000 -0"649 Folndatlon Loads, _ Min -0-0% 0.000-8-543_ -53.972 O-000 -0.616 Foundation Loads Min •0.5211 0.000 g wn -20.900 -3.437 1 •1.044_._Fou-ndalan Loads STRUCTURE TYPE:
<br /> 1853 'RG3 Max 0.699 0,575 0"415 1 1.744 6.832 0.368 Foundation Loads f 1705 RC3 Max 0-833 0.791-0.511 I 3-084 11.243 0.512 Foundation Loads 1897 C Max 1.469 1,266-F-11.812 x.423 1 19.263 7.757 Foundation Loads 1655 RC3 Max 1.579 1.780 1"058 5.045 19.270 1.336 Foundation Loads
<br /> Min -0.517 -0.199 -7.708' -8.364 -1.00 -0.822•Foundation loads Min -0.336 � .219 -1"511 -10.096 4-M -0.971 Foundation Loads _ _ in_ AAO3 -0.7331 -2"350_ -15.678 -5.398 -0 SM Fcutdalion Loads � Min� -0,983 -p. 1 -2,[730 -21.676 -12.193 1.386 _Foundation Loads
<br /> 1657 RC3 Max 0"702 01689 0.435 1.949 81650 1"300 Foundation Loads 1709 RC3 Max 0.889 0.852 0"454 3,889 10.987 1.738 Foundation Loads 1301 RC3 Max 1.385 1.620 0"590 7.359 17.768 2.090 Foundation Loads 1659 RC3 Max 1,430 1.736 1965 9.819 I9.938 3.383 Foundation Loads JOINED HIP S
<br /> _ Min 0.000 -0.773 -7.417: -6.563 DOW -0.379 1 Foundation Loads _ Min -0-018 -0291 i •7,748 -91746 0.000 -0-480 Fo ndatlon Loads _ Min -0.1334 -0599. -2.602_ -20.745 o-wo -1.051 Foundation Loads _ _ Min 43-298 -0-870 -3215 20-081 -1.787 -7249_ FouncelimLnnds
<br /> 1665 RC3 Max 0.930 0.733 0"897 0.5M 8.489 0.948 Foundation Loads {717 RC3 Max 1253 OA15 1.094 1,040 12"786T-6.OB8 Foundation Loads 1709 RC3 _ Max 1.978 1315 1.661� 7.707 23.1775 0433 Foundation Loads 7067 � RC3 Max 2255 1.715 2.267 2"033 _ 23.374 0.124;Foundation Loads
<br /> --
<br /> Min 09oo -0051 -2.402 f -6201 ovioo -0.255 u Foundation toads Min -0-0441 -0.077 2.00- -8"679 0"000 4,504 Foundation Loads _ _ Min __ _-0_"081 -0.113 -4,180 -13.119 O"D00 •0.548 Foundation Loads Min -0.588 -0"1*40 4.794 -17.950 -4.iO4 -0.11&1'Fwrd06mLoads
<br /> 767$ RC3 Max 0"930 0"739 0.905 0575 8,489 0"075 Foundation Loads -470-i RC3 Max 1.213 0.915 11082 0.795 12308 mm Foundation Loads 1719 RC3 Max 1.978 1.335 1.548• 2.638 23.9741 0.319 Foundation Loads 7677 I RC3 Max 2165 1.805 2.243 1.357 23"197 0.255 Foundation Loads DSA
<br /> Min 0.000 -4-052 -2-385 1 •7235 9_000 -0-262 i Foundapon Loads Min _n o"- -0.060 -2-aw -11-389 0-000 -0.583 Foundation Loads Min •0.081• -0.191 4.180_ -78.174 0.000 -0.542 Foundation Loads Min -0.568 -0.205. 5.292 -23.831 -4.501. -0-830 Fourmimion toads
<br /> 1681 •RC3 Max�0.702 0-629 0-415 2,032 6-660 0-379 Founda}fon Loads 7733. Rp Max 0.938 0.871 0-570 3A4d 12.350 0480 FoundaOon Loads 1725 RC3 Max IA77 1.303 01816� 9.678 19.-405 1"051 Foundation Loads 160 Rio Max 7.587 7.887 7.058 5.710 15-420 7?48 Foundation Loads
<br /> _ Min .125 1137 -7.091 -1.180 -0. FpmOalion lu�ds _ Min -0.355 -0.235 -1. -11.307 -4. -0.9�4 Foundation Loads Min -0.416 -0_817 -2.364 76.705 -5,425 ,0,895 Foundation Loads _ . Mari -1"017 -0.576 -2.640 -23.11 -12.722 -1.V 7 Foundelan Loads
<br /> 2055 RC3 Max 022 O.2a5Q OA17 2546 4.724 0.151 Foundation Loada 21u 1 _ .Max _- 0.871... Q.833 0.4.42__ 5.025 _ 6.628 0.763 Foundation Loads 2099 RC3 _ Max 0.946 1.535 0.643_ 12.033 6,828 0.119 i Foundation Loads 2051 • RC3 Max 1.325 1.882 1.045 14.362 - 13"986 0.233 Foundation Loads SIZE SEE TABLE 1
<br /> -7.397 -8.096 -6.606 -7.279 Foundation Loads __ Min -0-T7k -0.975 -1.730 -8-891 -70.1.727 Foundation Loads MIn •9.149 -0.900 -2.591 -19.430 -17.865 -2.126 Foundation Loads _ I Min -7.302 -4.176 I 3.492 1 -iimn -19.847 1 3-441 Fpumdation Loads -
<br /> 2062 Rio Max 0-579 0"71 0-903 0.000 5-573 0-286 Foundation Loads 2516 R03 Max 0.767 0.862 7.087 0.000 7.830 6.649 Foundation Loads 2107 RC3 Max 1 AM 1260 1.586 0.001 i 10.728 OA17 Foundation Loads 2064 FR
<br /> Max 1.754 1,664 2248 UAW 19"072 7.044 Foundation Loads
<br /> On •0.789 -2392: -6.141 3.996! •0.070-Foundation Loads _ Min _4. 0.0013: •2.831 -9.524 •2: t -0.097 Faundatlarr Lopata Min _ -5.845 0.000 -8_723. 13.873! -25=068 •0.397 Foundation Londa Min -2.203 0. 5.280 •20.803 -0.713 Foundelan Loads
<br /> 2067 ..-RC3 Mex 0532 4.575 OA18 3464 4"724 0.823 Foundation Loads 2121 Rio _ Max 0.871 0"797 0.511 6.512 6828 0.973 Foundation Loads 2113 •RC3 _ Max 0.948 1260 0.812 16.499 8.828 1.787 Foundation Loads 20W RC3 Max 1.329 1.780 1"059 13.519 _ Tawe 1.&38 Foundation Loads
<br /> _ MIn -0:572 0.385 -7.309 -8.362 -5.897 -0.552 Foundation Loads _ Min .41M3 -0.585 -11% -70.02 -11.2A3 -0.390 Foundation Loads Min -1.469 -1.271 -2.103 1 -15.671 I: -19.2%4 -0.623 Foundation Loads _1 Min -7.580 -1.164 -x.755. -21.666 -19.27E -1.043 i Foundation Loads
<br /> 2071 RC3 Max 0.505 DAB!) 0.434 3217 4.748 0.727 Foundation Loads 2125 RC3 Max 0.674 0.850 0"453 6.1768 8.653 0.031 Foundation Loads 2117 RC3 Max O.B44 1.617 0.642 12.689. 8.778 DA24 Fcundalion Loads 2073 RC3 Max 1.332 7.733 1.063 15.600 13"979 0.087 Foundation Loads
<br /> MSin -0.484 -6.287 -1.417 5. 863 -1. :Fpuidall0n Min -0.779 -0.448 -1.748 s •{13.962 -1.739 Foundation Loads Min -5.736 i -0.940 2-6132! -Ip.7tl�i -17.780 -2.091 Foundation Loads Min •1.3at -4.258 -3215 -20.039 -19.920 -3.384,Fdupdalx7M1 Loads SCALE NONE
<br /> 2076 'RC3_ _ Max o"6D7 0.733 0.597 0.894 5.886 0.255 Founds0on Loads 2133 RC3 max _ 0"768 01.916 1.095 1.721 a" 0.581 Foundation Loads 2125 Rp _ Max 4,733 1,315 1,562 2.303. 1086 0.548 Foundation Loads 2060 RC3 Max 1.813 1.715 2.268 3.133 _ 19.973 0.534 Foundatm Loads
<br /> Min -a m -ao80 -2-472 -6201 4.10a -0-079 Flxmdafion Loi 5li _ .---.. ..Mlii -1.W -0,128 -x.846 4.6'79 -.Q.782 -0.734 Foundation Loads Min .1.8%' -0153 •4.137 -13.419; -22042 -0.430 Foundation Loads Min -2.x66 -0-235 1 15_x93 -17.952 21MA. -0.362!Foundation Load.
<br /> 20E6 RC3 Max 0.607 0"739 0.906 0.913 5.868 0262 Foundation Loads ri t RC3 max 0.788 0.935 1"082 1.515 8.304 0"5113 Foundation Loads 2135 RC3 Max 1.133 1.335 1.553 2.444 11388 0.543 FourdnUon Loads 2088 � RC3 Mex 1,873 7.606 2.244 2.377 19"973 0.630 Foundation Loads
<br /> _ Min -0"772 - •0.085 -2"365 -7336 -5 am •6.054 Foundation Loads Mkt •7.213 4117 2235 •11.30 •17.927 1 -Ozo Foundation Loads Min -5.634 -0.167 4.140 -16.1731 -20-748 -0.318 Foundation Loads _ I Mtn •2766 ,4.787 •5291 •23"832 •21,668 1 -0-126 Foundation Loads DRAWING SIZE.
<br /> 209{ RC3 � Max 0.64751. 0.525 _ 0.416 4005 4"748 Q.B35 Foundation Loads 2149 i RC3 __ Max 0.874 0.871 0.511 7,358 6"653 0.986 Foundation Loads 3141 RC3 Max 0-944 1.302 0-877 1 17.342: 8.778 1.076 Foundation Loads 2085 FR Max 7.332 4.887 7"959 74,530 13-979 7.503 1 Foundation loads
<br /> Min -0.673 -0.428 -1.337 -7.089 $.733 -0.124 Foundation Loads ]- Mkj : -0.936' -0gag -1.t16x 11:3{43 -di.361 : -0.462 Foundation Loads Min -1.478 1 -t 322 -2.115 -76799 i -18.403 -CI:682 Foundation Loads Min -1.sm -1 232 -2.783 -23.108 -19.421 -1173 Foundalron Loads
<br /> Forged Single-Saddle Wire Rape! Clamps-blot for Lifting Aircraft Cable BASIC LOAD CASES
<br /> Jt#forgedfatsrication allowstheset0 be used tin criitical applicabonssuch as tae dt and supporti[ines-They roust i7e mented visith Preformed. made In accordance with COrnmer- DEAD LOAD 0.0378 PSF [FABRIC]
<br /> - the saddle ort the long�tve)end and U-bolt on the shaft(dead)ernd.Also known as wiry ropeclips- CI'e�l SpeClfiCatlOr]S military and federal specifics- FLOOR
<br /> L OOFRLIVE E LOADOAD 5 PSF
<br /> mutt *i 190/F5 Fire rated specifications t hranl dsteelc�halreafttickraatir cna rrr°s lrtte tion rope available. ROOF SNOW LOAD 5 PSF
<br /> F_!H-010� 3145 staWess clamps ares most coffasion r�esisba r�rtgs rive offer.They proyMe cMlent mss-isMnce to salt oder ani SUPERIMPOSED LOADS NIA
<br /> I N T E R N A T iO NA I Standard range Revi51r7n 6 29-Oct-12 cherTrica>s- Carbon Steel (Aircraft Cable) - Galvanized
<br /> cable has the .highest strength and greatest WIND LOAD
<br /> ATE
<br /> r�'arrling:Test al aSSerB7tr[leS for required s�rrgth Mare tom_Do 1357{use letatto coated rope ttn9essltle coating is rErr10'7Bd. ULTIMATE DESIGN WINO SPEED (3 SEC GUST) 115 MPH
<br /> Average Average Average Average Average Average CONVERSION T6 fatigue life of the materials offered. It has good VELOCITY PRESSURE qz SEE TABLE 1 ITEM 24
<br /> Average Warp break ttsngation Weft break Fltingaticin Burst Bunt to IMPERIAL UNITS: --j Tumback �Ciarltp�
<br /> 6%
<br /> p�End--j Far Rope No_of Clamps Rope R��,�,� to fair corrosion .resistance in rural to industrial COMPONENT AND CLADDING qz
<br /> Colour Shade% UV Rlock% GSM strer1 h kgs % slnength kgs % Kpa M4ssratio 185 GSM=.0378 psf CABLE AND CABLE HARDWARE ONLY) SEE TABLE 1 STEM 24
<br /> s0 KGS=110 Lb Dia- TL1t�ack Torque, ��_ Ht rirrx parity Spec�Tcatiorls Met atmosphere environments. This material is most t )
<br /> Desert Sand � 92 185 � 40 72 73 1$6 6.84 �.���►d- _ - R PRE-CHECK (PC)
<br /> Blue 80 95 185 50 40 72 73 156 0.84 raftra'uzree meet D D LJ U M E N T
<br /> 75 KGS=159 8 Sr 2 3 i 4-5 1 lug, 1" twie7 of the Ropes Capac widely used for .sural[ diameter Cables. Tin over SEISMIC LOAD
<br /> Brawn 85 185 50 40 72 73 156 0.84 156 Kpa=3258 p5f � 1
<br /> Green 80 85 185 so 40 72 73 156 0.84 3516" 2 33r 77.5 1 1 :3J!ge 1" 8€%oftneRope'sC:apacky galvanized :Cable Offers greater corrosion resist- SEISMIC RESPONSE COEFFICIENTS Cs 1,6 Code : 2016 CBC
<br /> Red ser 36 785 50 4v 72 73 156 0.sa tr4" 2 4a1'4a 15 1 Bra 1 7116" 1 fi°' Sf35�clthe Rafe' ''=s= _-- .-- __ __ ance and reduced friction over pulleys- DESIGN BASE SHEAR SEE TABLE 1 ITEM 23 A separate project application
<br /> Silver ser 81 185 50 40 72 73 156 0.84 fns 2 514, 30 2US' 1 3111x" 1ISMlf 80%IofttteRope's _.�._-�,. ., -�_c - --- for construction is required.
<br /> l�
<br /> Terracotta 75 82 185 50 40 77 73 155 0.84 36'2' 2 46 tb 45 2 wie 2' 1�4ne 8[1!%of the Rgies Capacity Fed.Spec_FF-"!i-0
<br /> Yellow 80 89 385 50 40 77 73 356 0.84 Tna 4! ei a`t6 '151'76 a apes Capacity Spec-FF-C-4` .00
<br /> ire' 3 11 t,f'a" 65 3 the 2&ne 1 11 18,' 80%of the ROPVS Capacity Fed.Spec_FF-C:-!`- •':`.+: � 7 x 19 ��[>ranlT�d Eng. By : JO 02126/18
<br /> 110 LB 159 LB 3258 P5F i 00�0►i.��*i*
<br /> NDtes: wid" 3 17, 95 3 Sas" 2 vf' 2, 1e" 23%of-the Rope's Capacity Fed.Spec_FF-G: i, - .•4/*s 4i•.`+ Min.
<br /> 1901F5 conforms to The California State Fire Marshal Title 19 Test Far Small scale Fabrics = ei60.60! ��~ Approx. Wil Breaking
<br /> Tear tests are done using a 60mm wide strip and a crass head speed of 500mmimin it 3 12', 95 3 rnF 2 i d' 2 v io" 89%of the Ropes Capacity Fed.Spec_FF-G-4__ 009 a ee�e
<br /> xe 4 18" 130 4 3vie 2 ars" 2 av4"' 80%of the Ropers Capacly Feb.Spec_FF--C--45-- +•'e++� a gee D:ia. .[[nJ i X00 Ftllhs 5trenglhs �lhsl Design B MP 02/26/18
<br /> • This cepon ha boon compiled wog era Roamlostins Mem an tdsts nxxidi on re given u-ple by oa Ovafi[y Conuol Laboraiwry.lhe,nMwmattn 0,00,0 ��. • 0 • 9 Y
<br /> prayd4d 4cort dsnad to sic■good rM.rtioi or d,e rslnyard yrane.t-of u.a t.b-lw1ed.Th.w n..alta mint only ere i,,:ed as-,Cud-of the maidy Tal 4 19" 225 4 354 3 ami!' 2,1;2' 30%of the Rapds Capacity Fed-Spee_FF-0-459 a•pI4k ,4►,0�*/.%
<br /> Wn"le 0n ld*UMS44ed<�I,,w,,nmslwev4rannuld�oravwitm61W Mal 11!"gisl,,ed1e 1",,Mil hon 11 5 26' 225 5 5vie 3,hf' 2,ab,36" 9�of the Rapes Caparl y Fed.Spee_FF-C--- '•�• ±:+:;�'� 3'132 17. 1,000
<br /> 1 t� 6 34" 225 5 taste 3 me" 2 iiwis" 913%of the Rope's Caperity Fed.Spec_FF -.-- `�• 118 29. 2,000 Approved By : J 02/26/18
<br /> L-0 - k 1� J7 44" 360 6 ffoC 4 ame 3avie QD%ofthe Ropes�acilly Fed.Spec_FF-C.-14573 7 x 19 5132 45_ SDa DRAWING DESCRIPTION:
<br /> 1 ata" 7 44" 360 62s47 4 im" 3 aimd" �5 of the Ropes Capacity Fe• .C-r- ---' 1
<br /> F(I 1 t,l�' 6 54" 360 27rie 4 id" 37ne 9�oftieRape'st�acty IFIe�. :__-r-_-. :_-_ _- ,.3116 65. 4,200
<br /> Deon ioubert Tommy Rogers 7132 86. ..5,600 REACTIONS
<br /> General Manager-Multiknnt[Pty)Lid Managing Director- u tiknit(Pty)ltd 114 110. 7,000
<br /> 9/32 139. 8,000 (� ( S DWG.
<br /> A I?itiLf'Ess DSA40'1 J-16
<br /> 318 243. J7 14.400 �C, �EHtGCCyT � R
<br /> ,o �N �
<br /> ,, r`�° I 1 rU � SHEET 131313
<br /> No. 3693 - f 24.3-2000
<br /> en NO.C191
<br /> REN.1639.79 s'� �'Q/UCTu�P �� REV.
<br /> �$1 CALl1 9TF o,� CA1-kF
<br /> �``-� 5121119 NC
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