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SHUTLER JOB t2,A-nC_1.tc.(t r <br /> Mil 1111111111111 CONSULTING SHEET No. ,`" OF <br /> WNW'MIMI ENGINEERS, INC. CALCULATED W BYAp ��. <br /> 12503 BEL-RED ROAD,Suite 100 DATE 9-v 0•40 <br /> Bellevue,WA 98005 <br /> (425)450-4075 -- FAX(425)450-4076 SCALE <br /> BRACED FRAME DESIGN-COVER SHEET <br /> Load Cases-LRFD Load Cases-ASD <br /> 1 1.4D 1 D <br /> 3 1.2D+ 1.6S 3 D+S <br /> 5 (1.2+0.2Sds) *D+pQE+0.2S 5 (1.0+0.14Sds)*D+0.7pQE <br /> 7 (0.9-0.2Sds) *D+PQE 6 (1.0+0.10Sds)*D+0.525pQE+0.75S <br /> 8 (0.6-0.14Sds)*D+0.7pQE <br /> Load Cases -LRFD with Overstrength Factor Load Cases-ASD with Overstrength Factor <br /> 5 (1.2+0.2Sds) *D+ DoQE+0.2S 5 (1.0+0.14Sds)*D+0.7DOQE <br /> 7 (0.9-0.2Sds)*D+ DoQE= 6 (1.0+0.10Sds) *D+0.5250OQE+0.755 . <br /> 8 (0.6-0.14Sds)*D+0.7c OQE !. <br /> Seismic load effect Seismic load effect including overstrenath factor <br /> E= Eh+ Ev For load case 5 Em= Emh+ Ev For load case 5 <br /> E= Eh-Ev For load case 7 Em= Emh`Ev For load case 7 <br /> Eh=pQE Emh= DoQE <br /> -• E„= 0.2Sds*D <br /> Sds 0.836 <br /> P 1.00 <br /> Do 2.00 <br /> Load Cases-LRFD Load Cases-ASD <br /> 1 1.4D 1 D <br /> 3 1.2D+ 1.6S 3 D+S <br /> 5 1.367 *D+pQE+0.2S 5 1.117 *D+ 0.700 *QE <br /> 7 0.733 *D+PQE 6 1.084 *D+ 0.525 *QE+0.75S <br /> 8 0.483 *D+ 0.700 *QE <br /> Load Cases -LRFD with Overstrength Factor Load Cases-ASD with Overstrength Factor <br /> 5 1.367 *D+ DoQE+0.2S 5 1.117 * D+ 1.400 *QE <br /> 7 0.733 *D + DoQE 6 1.084 *D+ 1.050 *QE+0.75S <br /> 8 0.483 *D+ 1.400 *QE <br /> Braced Frame Cover-modified 3-13-17 <br />