wall shear core 400 c35-45_r07

7/18/2019 Wall Shear Core 400 c35-45_r07

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TABLE: Pier Forces Kv Ω g fcd P01

Story Pier Load Case/Combo Location V2 1 1.05 1.1 23.333 920000

kN V2,ef Area VRd,c

P P01 ENVETOT Max B!!" #29.$2% 95#.215& 920000 3219.95% OK P01

P P01 ENVETOT M'( B!!" )#19.5&02 )9%$.$03$ 920000 3219.95% OK P01P P02 ENVETOT Max B!!" 12513.95%9 1%%53.$2 %#%0000 1$939.&$ OK P02

P P02 ENVETOT M'( B!!" )12%52.1593 )1%3#2.2% %#%0000 1$939.&$ OK P02

P P03 ENVETOT Max B!!" 10112.1%22 11$&9.52 3$30000 12&0%.#2 OK P03

P P03 ENVETOT M'( B!!" )10151.5&$1 )11&25.0& 3$30000 12&0%.#2 OK P03

P P0% ENVETOT Max B!!" 2520.%303 2911.09& 1&00000 59%9.915 OK P0%

P P0% ENVETOT M'( B!!" )2515.#%%1 )2905.# 1&00000 59%9.915 OK P0%

P P05 ENVETOT Max B!!" 3&2&.%$%2 %305.221 20%0000 &139.#9# OK P05

P P05 ENVETOT M'( B!!" )3&2$.912# )%30%.5#% 20%0000 &139.#9# OK P05

P P0$ ENVETOT Max B!!" 2$##.1#0# 310%.#%9 13&5000 %#12.%31 OK P0$

P P0$ ENVETOT M'( B!!" )2$9&.9593 )311$.1%3 13&5000 %#12.%31 OK P0$P P0& ENVETOT Max B!!" 1300.#1&& 1502.%%% &95000 2&#2.%$ OK P0&

P P0& ENVETOT M'( B!!" )1293.%$% )1%93.951 &95000 2&#2.%$ OK P0&

P P0# ENVETOT Max B!!" 1225.#253 1%15.#2# $$2500 231#.&1& OK P0#

P P0# ENVETOT M'( B!!" )11#0.#03# )13$3.#2# $$2500 231#.&1& OK P0#

P P09 ENVETOT Max B!!" 13$$.#$#5 15&#.&33 &95000 2&#2.%$ OK P09

P P09 ENVETOT M'( B!!" )13$1.$%0% )15&2.$95 &95000 2&#2.%$ OK P09

P P10 ENVETOT Max B!!" 12&$.%$&% 1%&%.32 #02500 2#0#.&1 OK P10

P P10 ENVETOT M'( B!!" )1300.12$1 )1501.$%$ #02500 2#0#.&1 OK P10

P P11 ENVETOT Max B!!" 1301.&29$ 1503.%9# #02500 2#0#.&1 OK P11

P P11 ENVETOT M'( B!!" )1330.%$&2 )153$.$9 #02500 2#0#.&1 OK P11

P P12 ENVETOT Max B!!" %5&3.3%01 52#2.20# 20$0000 &209.#9& OK P12

P P12 ENVETOT M'( B!!" )%$05.03$3 )531#.#1& 20$0000 &209.#9& OK P12

P P13 ENVETOT Max B!!" 303&.9#%# 350#.#&2 10%0000 3$39.9%# OK P13

P P13 ENVETOT M'( B!!" )3032.5%% )3502.5## 10%0000 3$39.9%# OK P13

P P1% ENVETOT Max B!!" 3$1$.9592 %1&&.5## 1%%0000 5039.92# OK P1%

P P1% ENVETOT M'( B!!" )3$20.%155 )%1#1.5# 1%%0000 5039.92# OK P1%



P P15 ENVETOT Max B!!" %&5&.2393 5%9%.$11 20$0000 &209.#9& OK P15

P P15 ENVETOT M'( B!!" )%#00.#013 )55%%.92$ 20$0000 &209.#9& OK P15

P P1$ ENVETOT Max B!!" 31#%.9315 3$&#.59$ 10%0000 3$39.9%# *A+E P1$

P P1$ ENVETOT M'( B!!" )3195.292$ )3$90.5$3 10%0000 3$39.9%# *A+E P1$

P P1& ENVETOT Max B!!" 3#51.110# %%%#.033 1%%0000 5039.92# OK P1&

P P1& ENVETOT M'( B!!" )3#&0.#9&3 )%%&0.##$ 1%%0000 5039.92# OK P1&

P P1# ENVETOT Max B!!" 2125.591% 2%55.05# 1$00000 5599.92 OK P1#

P P1# ENVETOT M'( B!!" )1992.553 )2301.399 1$00000 5599.92 OK P1#

P P19 ENVETOT Max B!!" 590.#00# $#2.3&%9 #$1090 3013.&&2 OK P19

P P19 ENVETOT M'( B!!" )%&%.$299 )5%#.19&5 #$1090 3013.&&2 OK P19

P P20 ENVETOT Max B!!" 119&.10#2 13#2.$$ $$#&50 23%0.592 OK P20

P P20 ENVETOT M'( B!!" )12$#.1293 )1%$%.$#9 $$#&50 23%0.592 OK P20

P P21 ENVETOT Max B!!" 139$.#0&$ 1$13.313 1%$#000 513&.92& OK P21

P P21 ENVETOT M'( B!!" )13$%.2%92 )15&5.&0# 1%$#000 513&.92& OK P21

P P22 ENVETOT Max B!!" 0 0 0 0 OK P22

P P22 ENVETOT M'( B!!" 0 0 0 0 OK P22P P23 ENVETOT Max B!!" 0 0 0 0 OK P23

P P23 ENVETOT M'( B!!" 0 0 0 0 OK P23



P02 P03 P0% P05 P0$ P0& P0# P09 P10 P11 P12 P13

%#%0000 3$30000 1&00000 20%0000 13&5000 &95000 $$2500 &95000 #02500 #02500 20$0000 10%0000



P1% P15 P1$ P1& P1# P19 P20 P21 P22 P23

1%%0000 20$0000 10%0000 1%%0000 1$00000 #$1090 $$#&50 1%$#000 0 0

wall shear core 400 c35-45_r07

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