Laserfiche WebLink
Sample Demands for Pier PJ-S1 <br />Flexural Demand in Wall Piers <br />AL <br />Section # 8 <br />Section ID PJ-S1 <br />LC <br />P <br />kip <br />Mxx <br />kip-ft <br />Myy <br />kip-ft <br />1 <br />957 <br />-2 <br />-512 <br />2 <br />973 <br />45 <br />-780 <br />3 <br />-720 <br />-10399 <br />52603 <br />4 <br />343 <br />-4959 <br />38344 <br />5 <br />1639 <br />4984 <br />-39567 <br />6 <br />2702 <br />10424 <br />-53826 <br />7 <br />-1135 <br />-11362 <br />36978 <br />8 <br />427 <br />-6747 <br />9327 <br />9 <br />2409 <br />6772 <br />-10550 <br />10 <br />3117 <br />11387 <br />-38201 <br />11 <br />-1219 <br />-10412 <br />52951 <br />12 <br />-156 <br />4972 <br />38692 <br />13 <br />1140 <br />4970 <br />-39219 <br />14 <br />2203 <br />10411 <br />-53478 <br />15 <br />-1634 <br />-11375 <br />37326 <br />16 <br />-926 <br />-67611 <br />9675 <br />17 <br />1910 <br />6759 <br />-10202 <br />18 <br />2618 <br />11373 <br />-37853 <br />(1.2+0.2Sds) = 1.2+0.2*0.879 <br />= 1.38 <br />Dead <br />ve <br />EQX Max <br />EQY Max <br />1.4 <br />1.2 <br />" 1.6 <br />1.38 <br />'! 0.5 <br />1 <br />0.3 <br />1.38 <br />_ 0.5 <br />1 <br />-03 <br />1.38 <br />0.5 <br />-1 <br />0.3 <br />1.38 <br />0.5 <br />-1 <br />-0.3 <br />1.38 <br />: 0.5 <br />0.3 <br />1 <br />1.38 <br />0.5 <br />-0.3 <br />1 <br />1.381 <br />0.5 <br />0.3 <br />-1 <br />1.38 <br />0.5 <br />-0.3 <br />-1 <br />0.72 <br />1 <br />0.3 <br />0.72 <br />1 <br />-0.3 <br />0.72 <br />-1 <br />0.3 <br />0.72 <br />-1 <br />-0.3 <br />0.72 <br />' <br />0.3 <br />1 <br />0.72 <br />-0.3 <br />1 <br />0.72 <br />0.3 <br />-1 <br />0.72 <br />-0.3 <br />-1 <br />(0.9-0.2Sds) = 0.9-0.2*0.879 <br />= 0.72 <br />SAMPLE WALL PIER PMM LOAD <br />WORKSHEET INDICATING VERTICAL <br />COMPONENT OF SEISMIC FORCE WAS <br />CONSIDERED. <br />REFERENCE RESPONSE TO COMMENT 21f <br />