UNASAM CONCRETO ARMADO IFICUNASAM CONCRETO ARMADO IMETRADO DE CARGAS:CARGA MUERTA (wD)Peso propio: =2400kmm!"0#!"0#$$=!%&Peso 'e( m)ro 'e( *+'ri((o: ,-00kmm!".","0#,$=,-%0=2000k/CARGA 0I0A (w*)So1re 2+r/+ SC : !$0 k/ 3 .m = 24$0k/m#* = ,0$ k/m#CARGA U*TIMA (4))4) = ,#4(!%&)5,#.(24$0)4) = 4.,%#4= 4#.,T6FICUNASAM CONCRETO ARMADO ICA*CU*O 7 DISE8O DE *OSA A*IGERADA DIAGRAMA DE CORTA9TESFICUNASAM CONCRETO ARMADO I' = 0#$0:) = 2-#0%24:);=2,#!&2$1 = 0#!0 m Es+6>e )(>imo es :Vu= Vub. dVu=3419.60.853055Vu=2.43 Kg/ cm2*+ 2+ps2i'+' resis>e6>e 'e( 2o62re>o :Vc=0.50f'c. b. dVc=0.50210.3050Vc=10868.52kgFICUNASAM CONCRETO ARMADO IE( ACI !,- i6'i2+ ?)e (+ resis>e62i+ 6omi6+( o1>e6i'+ 'e1e m)(>ip(i2+rse por )6 or @ =0#.$ A ?)e es>+ resis>e62i+ o1>e6i'+ 'e1e ser me6or o i/)+( ?)e (+ +6>e ?)e +2>B+ e6(+ se22iC6 2ri>i2+D (+ 2)+(D 'e1i'o 1Esi2+me6>e + (os esi2+(es 'e 2ompresiC6 ?)ee3is>e6 e6 (os +poAos 'e( e(eme6>oD 6o se prese6>+6 e6 (+ 2+r+ 'e (os +poAos si 6o + )6+ 2ier>+'is>+62i+ 'e (+ mism+# De m)2Fos e6s+Aes Fe2Fos e6 (+1or+>orios se F+ 2o62()i'o ?)e (+ /rie>+i62(i6+'+ se i6i2i+ /e6er+(me6>e + )6+ 'is>+62i+ 'e (+ 2+r+ 'e( +poAo me6or + '0#.$02 = 0#.$",0-&-#$2 =-,$,#!% k/0) G0#.$02e( Fe2Fo 'e ?)e :)se+ m+Aor ?)e 0#.$:2 i6'i2+ ?)e se re?)iere re+6>e#De>ermi6+2iC6 'e (+s 'is>+62i+ 'e p+r+ (os 2or>+6>es mEs impor>+6>es e6 e( >r+mo FICUNASAM CONCRETO ARMADO I5.97vu =X 1vuvcx1=5.97(vuvc)vu=5.97(28092.48151.39)28092.4=4.23x2=4.52(vuvc)vu=4.52(28092.48151.39)28092.4=3.21C+(2)(o 'e (os esp+2i+mie6>os 'e (os es>ri1os:Vs= AvfydsApor>e m+3imo 'e +2eroVsmaximo=2.1f'c. b. d210.3050=45647.83Vsmaximo=2.1Apor>e 'e 6)es>ro +2ero:FICUNASAM CONCRETO ARMADO Ivs=vuVcvs=28092.40.7510868.52vs=26588.01E( +por>e 'e +2ero 'e1e ser me6or +( m+3imoD p+r+ 6)es>ro 2+so 2&$--#0,H4$&4.#-!Se p)e'e6 es2o/er es>ri1os 2)Ao 'i+me>ro es %#$ mmI!-Av=20.713cm2Av =1.426m2E( esp+2i+mie6>o 'e (os es>ri1os es s= Av. fy . dvss=1.42642005026588.01=11.26E( esp+2i+mie6>o mJ6imo p+r+ (+ =o6+ 2e6>r+( es:s '2smJ6 = 2$2mFICUNASAM CONCRETO ARMADO IFIC