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Rooftop Structural Design Report February 16, 2023 <br /> Project Number: DSH-062R1/2204047 Page 30 <br /> a. Alpha Sector <br /> Member M16,Envelope <br /> 891 608 <br /> 668 706 <br /> 445 804 <br /> 222 902 <br /> 0- /f <br /> 0 4s 8 4 4 <br /> 4S 04 <br /> 4: 668 91606 <br /> b <br /> s9i 08 <br /> C <br /> 1114 51 <br /> 1337 412 "`"` <br /> -1560 314 <br /> 006 216 <br /> . 1 2006 18 <br /> 2229 02 -2164 097 <br /> 2451 922 <br /> 2674 823 <br /> 289?725 <br /> 0 1•: 336 •.- 4 672 84 1008 1176 1344 1512 168 <br /> Member Location tin) <br /> Maximum Allowable capacity is = 2164.11bs < 3160 ft-lbs [OK!] <br /> Member M12,Envelope <br /> szo 235 <br /> 729 098 <br /> 63?961 <br /> 546 823 523 9-15 <br /> 655 686 <br /> 364 549 <br /> 273 412 -�` <br /> 91 137 <br /> c 9/137 <br /> 182 275 <br /> 273 412 <br /> 364 549 .�yw� `°`"". er <br /> 455 686 <br /> 546 823 <br /> .637 961 <br /> 729 0980 16 R 33 6 50 4 67 2 84 100 8 fir•, 134 4 151 7 I•,;: <br /> Member Location(1n) <br /> Maximum Allowable capacity is = 523.9 lbs < 1560 ft-lbs [OK!] <br /> Ia <br />