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, STRt3CTUREPQ7NT- - spMats v�.50 (Ttd} 09-26-201°, 03:07si6 PM <br /> _ . Li.censed toi $APH'Ar•chitec�s-��gineers Znc, Licer.se ID: 7Q398-1057815=!-27376-2142E <br /> Project: <br /> X:\mfazeli\Ho[,Aouse Foundaticn des.ign\Ma foundation(60 k load at corner) .ma8 Page 3 <br /> All - CONCENTRATED LOAD DEFIATITIONS: <br /> ------------------------------------ <br /> Label Case Pz (kips) Mx (k-ft) My (k-ft) Assigned . <br /> Pl A - DEAD -6.0000 0.0000 0.0000 Yes <br /> P2 B - LIVE -60.0000 0.00�0 0.0000 Yes <br /> Al2 - SURFACE LOAD DEFINITIONS: <br /> Label Case Wz (psf) Assigned <br /> W1 A - DEAD -1.2750 Yes <br /> A13 - LOAD COMBINATIONS: <br /> Self weight is included under Case A. <br /> Load Cases <br /> ----------------------------------------------------------------------------------------------- <br /> Case A B C D E F G <br /> Case label DEAD LIVE SNOW WZND EQ SOIL N/A <br /> Load de€ined Yes Yes No No No No No <br /> Case H I J K L M N <br /> Case iabel N/A N/A N/A N/A N/A N/A N/A <br /> Load de£ined No No No No No No No <br /> Case O P Q R S T U <br /> Case label N/A N/A N/A N/A N/A N/A N/A <br /> Load defined No No No No No No No <br /> Case V W X Y Z <br /> 6ase label N/A N/A N/A N/A N/A <br /> Load defined No No No No No <br /> Service Lo'ad Combinations (factors listed only for cases with defined loads) <br /> Sl 1.0000 A 0.0000 B - - - <br /> S2 1..0000 A 1.0000 B - - - - - <br /> Ultimate Load Combinations (fact.nrs listed only for cases with defined loads) <br /> U1 1.400Q A 0.0000 B - - - - - <br /> U2 1.4000 A 1.6000 B - - - - - <br /> Page 2402 <br />