% Steel 15 Story

  • June 2020
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Bottom Frame I X-Direction

(1) 15 story BM (KN.m) SF (KN) AF (KN)

(2) 15 story (3) 20 story

(4) 20 story

15 story Column size 0.9 x 0.9 m Beam size 0.55 x 0.9 m

X-direction Frame 1 Exterior frame A steel % Ground story Load combination steel % 5th story Load combination steel % 10th story Load combination steel % 15th story Load combination Concrete (M3)

B C D E F G 0.88 1.42 1.55 1.58 1.58 1.58 1.55 DCON22 DCON22 DCON22 DCON22 DCON22 DCON22 DCON22 0.8 0.8 0.8 0.8 0.8 0.8 0.8 DCON26 DCON26 DCON26 DCON26 DCON26 DCON26 DCON26 0.8 0.8 0.8 0.8 0.8 0.8 0.8 DCON26 DCON26 DCON26 DCON26 DCON26 DCON26 DCON26 0.8 0.8 0.8 0.8 0.8 0.8 0.8 DCON26 DCON26 DCON26 DCON26 DCON26 DCON26 DCON26 3.24 3.24 3.24 3.24 3.24 3.24 3.24

Frame 2 Interior frame A steel % Ground story Load combination steel % 5th story Load combination steel % 10th story Load combination steel % 15th story Load combination Concrete (M3)

B C D E F G 1.71 3.19 3.63 3.72 3.72 3.63 3.19 DCON20 DCON22 DCON22 DCON22 DCON22 DCON22 DCON22 0.8 0.8 0.8 0.8 0.8 0.8 0.8 DCON26 DCON22 DCON22 DCON22 DCON22 DCON22 DCON22 0.8 0.8 0.8 0.8 0.8 0.8 0.8 DCON26 DCON26 DCON26 DCON26 DCON26 DCON26 DCON26 0.8 0.8 0.8 0.8 0.8 0.8 0.8 DCON26 DCON26 DCON26 DCON26 DCON26 DCON26 DCON26 3.24 3.24 3.24 3.24 3.24 3.24 3.24

Y-direction Frame A Exterior frame steel % Ground story Load combination steel % 5th story Load combination steel % 10th story Load combination steel % 15th story Load combination Concrete (M3)

1 2 3 4 0.88 1.71 1.71 0.88 DCON22 DCON20 DCON20 DCON22 0.8 0.8 0.8 0.8 DCON26 DCON26 DCON26 DCON26 0.8 0.8 0.8 0.8 DCON26 DCON26 DCON26 DCON26 0.8 0.8 0.8 0.8 DCON26 DCON26 DCON26 DCON26 3.24 3.24 3.24 3.24

Frame B interior frame steel % Ground story Load combination

1 2 3 4 1.42 3.19 3.19 1.42 DCON22 DCON22 DCON22 DCON22

steel % 5th story Load combination steel % 10th story Load combination steel % 15th story Load combination Concrete (M3)

0.8 0.8 0.8 0.8 DCON26 DCON26 DCON26 DCON26 0.8 0.8 0.8 0.8 DCON26 DCON26 DCON26 DCON26 0.8 0.8 0.8 0.8 DCON26 DCON26 DCON26 DCON26 3.24 3.24 3.24 3.24

H 0.88 DCON22 0.8 DCON26 0.8 DCON26 0.8 DCON26 3.24

H 1.71 DCON19 0.8 DCON26 0.8 DCON26 0.8 DCON26 3.24

0 5 10 15

15 story Column size 0.75 x 0.75 m Beam size 0.55 x 0.9 m

X-direction Frame 1 Exterior frame A steel % Ground story Load combinations steel % 5th story Load combinations steel % 10th story Load combinations steel % 15th story Load combinations Concrete (M3)

B C D E F G 2.48 3.14 3.38 3.43 3.43 3.38 3.14 DCON20 DCON22 DCON22 DCON22 DCON22 DCON22 DCON22 0.8 1 1.01 1.05 1.05 1.01 1 DCON26 DCON20 DCON22 DCON22 DCON22 DCON22 DCON19 0.8 0.8 0.8 0.8 0.8 0.8 0.8 DCON26 DCON26 DCON26 DCON26 DCON26 DCON26 DCON26 0.8 0.8 0.8 0.8 0.8 0.8 0.8 DCON26 DCON26 DCON26 DCON26 DCON26 DCON26 DCON26 2.25 2.25 2.25 2.25 2.25 2.25 2.25

Frame 2 Interior frame A steel % Ground story Load combinations steel % 5th story Load combinations steel % 10th story Load combinations steel % 15th story Load combinations Concrete (M3)

B C D E F G 3.74 4.34 4.66 4.73 4.73 4.66 4.34 DCON20 DCON22 DCON22 DCON22 DCON22 DCON22 DCON22 1.48 2 2.28 2.32 2.32 2.28 2 DCON22 DCON22 DCON22 DCON22 DCON22 DCON22 DCON22 0.8 0.8 0.8 0.8 0.8 0.8 0.8 DCON26 DCON26 DCON26 DCON26 DCON26 DCON26 DCON26 0.8 0.8 0.8 0.8 0.8 0.8 0.8 DCON26 DCON26 DCON26 DCON26 DCON26 DCON26 DCON26 2.25 2.25 2.25 2.25 2.25 2.25 2.25

Y-direction Frame A Exterior frame steel % Ground story Load combinations steel % 5th story Load combinations steel % 10th story Load combinations steel % 15th story Load combinations Concrete (M3)

1 2 3 4 2.48 3.73 3.73 2.48 DCON20 DCON20 DCON20 DCON20 0.8 1.76 1.76 0.8 DCON26 DCON26 DCON26 DCON26 0.8 0.8 0.8 0.8 DCON26 DCON26 DCON26 DCON26 0.8 0.8 0.8 0.8 DCON26 DCON26 DCON26 DCON26 2.25 2.25 2.25 2.25

Frame B interior frame steel % Ground story Load combinations

1 2 3 4 3.14 4.34 4.34 3.14 DCON22 DCON22 DCON21 DCON21

steel % 5th story Load combinations steel % 10th story Load combinations steel % 15th story Load combinations Concrete (M3)

1.26 2.46 2.46 1.26 DCON20 DCON20 DCON21 DCON20 0.8 0.8 0.8 0.8 DCON26 DCON26 DCON26 DCON26 0.8 0.8 0.8 0.8 DCON26 DCON26 DCON26 DCON26 2.25 2.25 2.25 2.25

H 2.48 DCON19 0.8 DCON26 0.8 DCON26 0.8 DCON26 2.25

H 3.74 DCON19 1.48 DCON22 0.8 DCON26 0.8 DCON26 2.25

0 5 10 15

15 story Column size 0.7 x 0.7 m Beam size 0.55 x 0.9 m

X-direction Frame 1 Exterior frame A steel % Ground story Load combination steel % 5th story Load combination steel % 10th story Load combination steel % 15th story Load combination Concrete (M3)

B C D E F G 3.3 4.07 4.29 4.34 4.34 4.29 4.07 DCON20 DCON22 DCON22 DCON22 DCON22 DCON22 DCON22 1.38 1.98 2.14 2.2 2.2 2.14 1.98 DCON22 DCON22 DCON22 DCON22 DCON22 DCON22 DCON22 0.8 0.8 0.8 0.8 0.8 0.8 0.8 DCON26 DCON26 DCON26 DCON26 DCON26 DCON26 DCON26 0.8 0.8 0.8 0.8 0.8 0.8 0.8 DCON26 DCON26 DCON26 DCON26 DCON26 DCON26 DCON26 1.96 1.96 1.96 1.96 1.96 1.96 1.96

Frame 2 Interior frame A steel % Ground story Load combination steel % 5th story Load combination steel % 10th story Load combination steel % 15th story Load combination Concrete (M3)

B C D E F G 4.71 5.45 5.77 5.83 5.83 5.77 5.45 DCON20 DCON22 DCON22 DCON22 DCON22 DCON22 DCON22 2.81 3.34 3.88 3.73 3.73 3.88 3.34 DCON22 DCON22 DCON22 DCON22 DCON22 DCON22 DCON22 0.8 0.98 1.08 1.1 1.1 1.08 0.98 DCON26 DCON26 DCON26 DCON26 DCON26 DCON26 DCON26 0.8 0.8 0.8 0.8 0.8 0.8 0.8 DCON26 DCON26 DCON26 DCON26 DCON26 DCON26 DCON26 1.96 1.96 1.96 1.96 1.96 1.96 1.96

Y-direction Frame A Exterior frame steel % Ground story Load combination steel % 5th story Load combination steel % 10th story Load combination steel % 15th story Load combination Concrete (M3)

1 2 3 4 3.3 4.75 4.75 3.3 DCON20 DCON20 DCON20 DCON20 1.38 2.61 2.61 1.38 DCON22 DCON22 DCON21 DCON21 0.8 0.8 0.8 0.8 DCON26 DCON26 DCON26 DCON26 0.8 0.8 0.8 0.8 DCON26 DCON26 DCON26 DCON26 1.96 3.24 3.24 3.24

Frame B interior frame steel % Ground story Load combination

1 2 3 4 4.07 5.45 5.45 4.07 DCON20 DCON21 DCON22 DCON20

steel % 5th story Load combination steel % 10th story Load combination steel % 15th story Load combination Concrete (M3)

1.98 3.34 3.34 1.98 DCON22 DCON22 DCON21 DCON21 0.8 0.96 0.96 0.8 DCON26 DCON26 DCON26 DCON26 0.8 0.8 0.8 0.8 DCON26 DCON26 DCON26 DCON26 1.96 3.24 3.24 3.24

H 3.3 DCON19 1.38 DCON22 0.8 DCON26 0.8 DCON26 1.96

H 6.71 DCON19 2.81 DCON22 0.8 DCON26 0.8 DCON26 1.96

0 5 10 15

3.3 1.38 0.8 0.8

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