AutoSave ☑WLDT-JASMINE-NYLON-FIBER-STRUCTURAL-CALCULATIONS General ✓ ✓ ✓ crè %9 .00 →0 Conditional Format Formatting as Table Cell Styles Home Insert Draw Page Layout Formulas Data Review View Automate Aptos Narrow (Bod... 11 Aˆ A ab Paste BI U V ▾ A ✓ ויין 14 Œ M 1 Insert ✓ Delete ▾ Format ✓ WH◇ > > Z Search (Cmd + Ctrl + U) Comments ✓ Sort & Filter Find & Select Sensitivity Add-ins Analyze Data Share ი 0% F43 ☐ 123456789222312122222222222220231337827727144749 A B C fx D E F G H I J K L M N O P Q R S T U MEMB SEL Section C fc POS CHK Rebar H Negative Moment Strength J L M 2 SECT Bc Hc fy AsTop As Bot N(-) Mu LCB N(-) phiMn | Rat-N Positive Moment Strength P(+) Mu ° Q R LCB P(+) phi Mn Rat-P MS Shear Stren; U Vu V Z LCB phiVe Rat-V V Deflection AK Short-Time W X Y Z AL AM POS Long-Time Def Rat-D Def Rat-D 3 Span bf hf fys 9 0 2B-1 26970 1 OK 7 0.2 4 20 0.35 413686 M OK 0 275790 J OK 10 07460 0 2B-1 26970 1 OK 0.2 20 0.35 413686 M OK 0 275790 J OK 1.05 8 5.25 8 0 2B-2 8 5.25 0.2 0 0.35 26 0 SB-1 26970 1 10 2.625 0.1 0 0.125 413686 M 0 275790 J 28 0 SB-2 26970 1 11 0.1 0.2 413686 M 0 275790 J 26970 1 20 0 2B-2 0.2 0.35 26970 1 OK 413686 M OK 0 275790 J 26970 I 50 413686 M 275790 J C 7 0 RB-1 12 0.15 0.3 2 11 0 RB-1 12 2 0.15 0 0.3 19 0 RB-1 26970 1 12 0.15 0.3 413686 M 4 0 0 275790 J 20 0 RB-1 12 0.15 0.3 4 0 0 17 0 RB-2 13 0.15 5.25 18 0 RB-2 13 0.15 0.3 5.25 0 30 413686 M 275790 J 26970 | 30 413686 M 275790 J 30 0.3 ° 30 30 26970 1 413686 M 275790 J 26970 1 413686 M 275790 J 26970 | 413686 M 275790 J ཙ ཙ ཏྱཾ ཙ ཏྱཾ ཏྱཾ ཏྱཾ ཏྱཾ ཏྱཾ ཙ ཏྱཾ ཏྱཾ z ཏྱཾ ཏྱཾ ཏྱཾ ཏྱཾ ཏྱཾ ཏྱཾ ཏྱཾ ཏྱཾ ཏྱཾ ཏྱཾ ཏྱཾ ཏྱཾ ཏྱཾ ཏྱཾ ཏྱཾ ཏྱཾ ཏྱཾ ཏྱཾ ཏྱཾ ཙ ཏྱཾ ཏྱཾ ཏྱཾ 0.0004 0.0004 25.3559 5 40.7092 0.62 14.1599 3 40.7092 0.35 48.6833 10 0 0.52 0.0001 0.01 0.001 0.12 0.0004 0.0004 7.89614 3 40.7092 0.19 16.0889 3 40.7092 0.4 30.4671 10 38.4042 0.4 0.0004 0.0004 31.5845 3 40.7092 0.78 15.7923 3 40.7092 0.39 50.4092 10 0 0.54 0.0004 0.0004 28.1263 5 40.7092 0.69 16.2788 3 40.7092 0.4 48.5852 10 0 0.52 0.0002 0.02 0.001 0.12 0.0004 0.0004 8.05091 3 40.7092 0.2 17.9995 3 40.7092 0.44 31.2875 0.0004 0.0004 32.2036 3 40.7092 0.79 16.1018 0.0006 0.0004 30.8623 6 58.5223 0.53 15.4311 0.0004 0.0004 10.0286 4 40.7092 0.25 23.06 362 40.7092 0.4 51.2296 40.7092 0.38 43.9024 40.7092 OK 0.0006 0.0004 40.1144 4 58.5223 0.69 20.0572 OK 0.0006 0.0004 31.6756 6 58.5223 0.54 15.8378 6 OK 0.0004 0.0004 8.34768 4 40.7092 0.21 13.6399 OK 0.0006 0.0004 33.3907 4 58.5223 0.57 16.6954 0.0002 0.0002 7.69825 2 7.50612 1.03 0.03061 OK 0.0002 0.0002 0.4087 6 7.50612 0.05 3.08975 OK 0.0002 0.0002 2.43479 2 7.50612 0.32 2.36654 OK 0.0004 0.0004 15.1032 2 24.1182 0.63 0 18 OK 0.0004 0.0004 10.0321 2 24.1182 0.42 0 OK 0.0004 0.0004 1.89137 2 24.1182 0.08 1.17893 2422200003 4 40.7092 40.7092 40.7092 0.57 30.8472 0.49 44.709 0.39 41.4355 0.34 26.0194 10 10 10 10 38.4042 0.41 0 0.54 0 0.47 0.0024 0.16 0.0072 0.66 38.4042 0.3 18 0 0.47 18 0 0.44 0.0004 0.03 0.0027 0.25 10 38.4042 0.26 40.7092 0.41 41.8353 18 0 0.44 12 7.50612 0 14.4337 2 6.95248 0.42 0.0018 0.25 0.0071 1.3 7.50612 7.50612 24.1182 18 24.1182 0.41 8.21942 0.32 0 0 2 6.95248 0.24 OK 0.0002 0.0002 8.11889 2 19.0664 0.43 4.05944 OK 0.0002 0.0002 5.37508 2 19.0664 0.28 2.02972 OK 0.0002 0.0002 2.02972 2 19.0664 0.11 2.02972 OK 0.0002 0.0002 4.8703 2 19.0664 0.26 2.43515 OK 0.0002 0.0002 3.12012 2 19.0664 0.16 1.21758 OK 0.0002 0.0002 1.21758 2 19.0664 0.06 1.21758 OK 0.0002 0.0002 11.6879 9 19.0664 0.61 8.716 OK 0.0002 0.0002 5.14459 7 19.0664 0.27 5.32202 OK 0.0002 0.0002 12.8345 7 19.0664 0.67 7.98416 OK 0.0002 0.0002 11.9995 9 19.0664 0.63 8.5957 OK 0.0002 0.0002 5.08251 OK 0.0002 0.0002 12.6789 OK 0.0002 0.0002 9.76938 OK 0.0002 0.0002 5.84007 OK 0.0002 0.0002 10.4673 OK 0.0002 0.0002 9.80782 OK 0.0002 0.0002 5.95923 OK 0.0002 0.0002 10.5387 79624624 19.0664 0.27 5.19722 19.0664 0.66 8.20692 19.0664 0.51 6.00217 12 19.0664 0.31 7.27067 19.0664 0.55 5.68543 19.0664 0.51 6.17796 12 19.0664 0.31 7.35926 19.0664 0.55 5.72067 22 2222 575572241261 24.1182 19.0664 10.4235 20.589 18.0476 0.05 12.9649 0.21 31.4649 2 6.95248 0.3 2 11.9185 0.35 0 0.01 0.0001 0.05 2 2 10 11.9185 11.9185 0.31 0.22 0 0.4 0 0 0.0001 0.02 2 19.0664 0.11 29.9494 19.0664 0.11 28.4339 10 10 23.8371 0.6 0 0.36 19.0664 0.13 29.6641 10 0 0.38 0 0 0.0001 0.01 19.0664 0.06 28.1486 10 23.8371 0.57 19.0664 0.06 26.6331 10 0 0.34 19.0664 0.46 15.9756 10 0 0.2 0 0 0.0002 0.03 19.0664 0.28 13.3351 10 23.8371 0.27 19.0664 0.42 16.5626 19.0664 0.45 16.0991 10 10 0 0.21 0 0.21 0 0 0.0002 0.03 19.0664 0.27 13.2117 10 23.8371 19.0664 19.0664 19.0664 0.43 16.4391 0.31 12.8091 0.38 10.3413 10 10 200 0.27 0.21 0.16 0.0002 0.01 0.0005 0.05 18 23.8371 0.21 19.0664 0.3 13.2354 19.0664 0.32 12.7514 10 10 0 0.17 0 0.16 0.0002 0.01 0.0005 0.05 19.0664 0.39 10.3307 18 23.8371 0.21 19.0664 0.3 13.2574 10 0 0.17 CONCRETE BEAMS CONCRETE COLUMNS COLD FORMED STEEL MEMBERS + Ready Accessibility: Good to go 目 94%

Architectural Drafting and Design (MindTap Course List)
7th Edition
ISBN:9781285165738
Author:Alan Jefferis, David A. Madsen, David P. Madsen
Publisher:Alan Jefferis, David A. Madsen, David P. Madsen
Chapter5: Architectural Lines And Text
Section: Chapter Questions
Problem 5.6Q
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Related questions
Question

compute the load bearing capacity, displacement, stress distribution, tabulate the answers

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☑WLDT-JASMINE-NYLON-FIBER-STRUCTURAL-CALCULATIONS
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crè
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Formatting as Table
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0%
F43
☐ 123456789222312122222222222220231337827727144749
A
B
C
fx
D
E
F
G
H
I
J
K
L
M
N
O
P
Q
R
S
T
U
MEMB
SEL
Section
C
fc
POS
CHK
Rebar
H
Negative Moment Strength
J
L
M
2 SECT
Bc
Hc
fy
AsTop
As Bot
N(-) Mu
LCB
N(-) phiMn | Rat-N
Positive Moment Strength
P(+) Mu
°
Q
R
LCB
P(+) phi Mn Rat-P
MS
Shear Stren; U
Vu
V
Z
LCB
phiVe
Rat-V
V
Deflection AK
Short-Time
W
X
Y
Z
AL
AM
POS
Long-Time
Def
Rat-D
Def
Rat-D
3 Span
bf
hf
fys
9
0 2B-1
26970 1
OK
7
0.2
4
20
0.35
413686 M
OK
0
275790 J
OK
10
07460
0 2B-1
26970 1
OK
0.2
20
0.35
413686 M
OK
0
275790 J
OK
1.05
8
5.25
8
0 2B-2
8
5.25
0.2
0
0.35
26
0 SB-1
26970 1
10
2.625
0.1
0
0.125
413686 M
0
275790 J
28
0 SB-2
26970 1
11
0.1
0.2
413686 M
0
275790 J
26970 1
20
0 2B-2
0.2
0.35
26970 1
OK
413686 M
OK
0
275790 J
26970 I
50
413686 M
275790 J
C
7
0 RB-1
12
0.15
0.3
2
11
0 RB-1
12
2
0.15
0
0.3
19
0 RB-1
26970 1
12
0.15
0.3
413686 M
4
0
0
275790 J
20
0 RB-1
12
0.15
0.3
4
0
0
17
0 RB-2
13
0.15
5.25
18
0 RB-2
13
0.15
0.3
5.25
0
30
413686 M
275790 J
26970 |
30
413686 M
275790 J
30
0.3
°
30
30
26970 1
413686 M
275790 J
26970 1
413686 M
275790 J
26970 |
413686 M
275790 J
ཙ ཙ ཏྱཾ ཙ ཏྱཾ ཏྱཾ ཏྱཾ ཏྱཾ ཏྱཾ ཙ ཏྱཾ ཏྱཾ z ཏྱཾ ཏྱཾ ཏྱཾ ཏྱཾ ཏྱཾ ཏྱཾ ཏྱཾ ཏྱཾ ཏྱཾ ཏྱཾ ཏྱཾ ཏྱཾ ཏྱཾ ཏྱཾ ཏྱཾ ཏྱཾ ཏྱཾ ཏྱཾ ཏྱཾ ཙ ཏྱཾ ཏྱཾ ཏྱཾ
0.0004
0.0004
25.3559
5 40.7092
0.62
14.1599
3
40.7092
0.35 48.6833
10
0
0.52
0.0001
0.01
0.001
0.12
0.0004
0.0004
7.89614
3
40.7092
0.19
16.0889
3 40.7092
0.4 30.4671
10 38.4042
0.4
0.0004
0.0004
31.5845
3 40.7092
0.78
15.7923
3 40.7092
0.39 50.4092
10
0
0.54
0.0004
0.0004
28.1263
5
40.7092
0.69
16.2788
3 40.7092
0.4 48.5852
10
0
0.52
0.0002
0.02
0.001
0.12
0.0004
0.0004
8.05091
3
40.7092
0.2
17.9995
3 40.7092
0.44 31.2875
0.0004
0.0004
32.2036
3
40.7092
0.79
16.1018
0.0006
0.0004
30.8623
6
58.5223
0.53
15.4311
0.0004
0.0004
10.0286
4 40.7092
0.25
23.06
362
40.7092
0.4 51.2296
40.7092
0.38 43.9024
40.7092
OK
0.0006
0.0004
40.1144
4
58.5223
0.69
20.0572
OK
0.0006
0.0004
31.6756
6
58.5223
0.54
15.8378
6
OK
0.0004
0.0004
8.34768
4
40.7092
0.21
13.6399
OK
0.0006
0.0004
33.3907
4
58.5223
0.57
16.6954
0.0002
0.0002
7.69825
2 7.50612
1.03
0.03061
OK
0.0002
0.0002
0.4087
6 7.50612
0.05
3.08975
OK
0.0002
0.0002
2.43479
2 7.50612
0.32
2.36654
OK
0.0004
0.0004
15.1032
2 24.1182
0.63
0
18
OK
0.0004
0.0004
10.0321
2 24.1182
0.42
0
OK
0.0004
0.0004
1.89137
2
24.1182
0.08
1.17893
2422200003
4 40.7092
40.7092
40.7092
0.57 30.8472
0.49 44.709
0.39 41.4355
0.34 26.0194
10
10
10
10
38.4042
0.41
0
0.54
0
0.47
0.0024
0.16
0.0072
0.66
38.4042
0.3
18
0
0.47
18
0
0.44
0.0004
0.03
0.0027
0.25
10
38.4042
0.26
40.7092
0.41 41.8353
18
0
0.44
12 7.50612
0 14.4337
2
6.95248
0.42
0.0018
0.25
0.0071
1.3
7.50612
7.50612
24.1182
18 24.1182
0.41 8.21942
0.32
0
0
2 6.95248
0.24
OK
0.0002
0.0002
8.11889
2
19.0664
0.43
4.05944
OK
0.0002
0.0002
5.37508
2 19.0664
0.28
2.02972
OK
0.0002
0.0002
2.02972
2 19.0664
0.11
2.02972
OK
0.0002
0.0002
4.8703
2 19.0664
0.26
2.43515
OK
0.0002
0.0002
3.12012
2
19.0664
0.16
1.21758
OK
0.0002
0.0002
1.21758
2 19.0664
0.06
1.21758
OK
0.0002
0.0002
11.6879
9
19.0664
0.61
8.716
OK
0.0002
0.0002
5.14459
7 19.0664
0.27
5.32202
OK
0.0002
0.0002
12.8345
7 19.0664
0.67
7.98416
OK
0.0002
0.0002
11.9995
9 19.0664
0.63
8.5957
OK
0.0002
0.0002
5.08251
OK
0.0002
0.0002
12.6789
OK
0.0002
0.0002
9.76938
OK
0.0002
0.0002
5.84007
OK
0.0002
0.0002
10.4673
OK
0.0002
0.0002
9.80782
OK
0.0002
0.0002
5.95923
OK
0.0002
0.0002
10.5387
79624624
19.0664
0.27
5.19722
19.0664
0.66
8.20692
19.0664
0.51
6.00217
12 19.0664
0.31
7.27067
19.0664
0.55
5.68543
19.0664
0.51
6.17796
12 19.0664
0.31
7.35926
19.0664
0.55
5.72067
22
2222
575572241261
24.1182
19.0664
10.4235
20.589
18.0476
0.05 12.9649
0.21 31.4649
2 6.95248
0.3
2 11.9185
0.35
0
0.01
0.0001
0.05
2
2
10
11.9185
11.9185
0.31
0.22
0
0.4
0
0
0.0001
0.02
2 19.0664
0.11 29.9494
19.0664
0.11 28.4339
10
10
23.8371
0.6
0
0.36
19.0664
0.13 29.6641
10
0
0.38
0
0
0.0001
0.01
19.0664
0.06 28.1486
10
23.8371
0.57
19.0664
0.06 26.6331
10
0
0.34
19.0664
0.46 15.9756
10
0
0.2
0
0
0.0002
0.03
19.0664
0.28 13.3351
10
23.8371
0.27
19.0664
0.42 16.5626
19.0664
0.45 16.0991
10
10
0
0.21
0
0.21
0
0
0.0002
0.03
19.0664
0.27 13.2117
10 23.8371
19.0664
19.0664
19.0664
0.43 16.4391
0.31 12.8091
0.38 10.3413
10
10
200
0.27
0.21
0.16
0.0002
0.01
0.0005
0.05
18 23.8371
0.21
19.0664
0.3 13.2354
19.0664
0.32 12.7514
10
10
0
0.17
0
0.16
0.0002
0.01
0.0005
0.05
19.0664
0.39 10.3307
18
23.8371
0.21
19.0664
0.3 13.2574
10
0
0.17
CONCRETE BEAMS
CONCRETE COLUMNS
COLD FORMED STEEL MEMBERS
+
Ready
Accessibility: Good to go
目
94%
Transcribed Image Text:AutoSave ☑WLDT-JASMINE-NYLON-FIBER-STRUCTURAL-CALCULATIONS General ✓ ✓ ✓ crè %9 .00 →0 Conditional Format Formatting as Table Cell Styles Home Insert Draw Page Layout Formulas Data Review View Automate Aptos Narrow (Bod... 11 Aˆ A ab Paste BI U V ▾ A ✓ ויין 14 Œ M 1 Insert ✓ Delete ▾ Format ✓ WH◇ > > Z Search (Cmd + Ctrl + U) Comments ✓ Sort & Filter Find & Select Sensitivity Add-ins Analyze Data Share ი 0% F43 ☐ 123456789222312122222222222220231337827727144749 A B C fx D E F G H I J K L M N O P Q R S T U MEMB SEL Section C fc POS CHK Rebar H Negative Moment Strength J L M 2 SECT Bc Hc fy AsTop As Bot N(-) Mu LCB N(-) phiMn | Rat-N Positive Moment Strength P(+) Mu ° Q R LCB P(+) phi Mn Rat-P MS Shear Stren; U Vu V Z LCB phiVe Rat-V V Deflection AK Short-Time W X Y Z AL AM POS Long-Time Def Rat-D Def Rat-D 3 Span bf hf fys 9 0 2B-1 26970 1 OK 7 0.2 4 20 0.35 413686 M OK 0 275790 J OK 10 07460 0 2B-1 26970 1 OK 0.2 20 0.35 413686 M OK 0 275790 J OK 1.05 8 5.25 8 0 2B-2 8 5.25 0.2 0 0.35 26 0 SB-1 26970 1 10 2.625 0.1 0 0.125 413686 M 0 275790 J 28 0 SB-2 26970 1 11 0.1 0.2 413686 M 0 275790 J 26970 1 20 0 2B-2 0.2 0.35 26970 1 OK 413686 M OK 0 275790 J 26970 I 50 413686 M 275790 J C 7 0 RB-1 12 0.15 0.3 2 11 0 RB-1 12 2 0.15 0 0.3 19 0 RB-1 26970 1 12 0.15 0.3 413686 M 4 0 0 275790 J 20 0 RB-1 12 0.15 0.3 4 0 0 17 0 RB-2 13 0.15 5.25 18 0 RB-2 13 0.15 0.3 5.25 0 30 413686 M 275790 J 26970 | 30 413686 M 275790 J 30 0.3 ° 30 30 26970 1 413686 M 275790 J 26970 1 413686 M 275790 J 26970 | 413686 M 275790 J ཙ ཙ ཏྱཾ ཙ ཏྱཾ ཏྱཾ ཏྱཾ ཏྱཾ ཏྱཾ ཙ ཏྱཾ ཏྱཾ z ཏྱཾ ཏྱཾ ཏྱཾ ཏྱཾ ཏྱཾ ཏྱཾ ཏྱཾ ཏྱཾ ཏྱཾ ཏྱཾ ཏྱཾ ཏྱཾ ཏྱཾ ཏྱཾ ཏྱཾ ཏྱཾ ཏྱཾ ཏྱཾ ཏྱཾ ཙ ཏྱཾ ཏྱཾ ཏྱཾ 0.0004 0.0004 25.3559 5 40.7092 0.62 14.1599 3 40.7092 0.35 48.6833 10 0 0.52 0.0001 0.01 0.001 0.12 0.0004 0.0004 7.89614 3 40.7092 0.19 16.0889 3 40.7092 0.4 30.4671 10 38.4042 0.4 0.0004 0.0004 31.5845 3 40.7092 0.78 15.7923 3 40.7092 0.39 50.4092 10 0 0.54 0.0004 0.0004 28.1263 5 40.7092 0.69 16.2788 3 40.7092 0.4 48.5852 10 0 0.52 0.0002 0.02 0.001 0.12 0.0004 0.0004 8.05091 3 40.7092 0.2 17.9995 3 40.7092 0.44 31.2875 0.0004 0.0004 32.2036 3 40.7092 0.79 16.1018 0.0006 0.0004 30.8623 6 58.5223 0.53 15.4311 0.0004 0.0004 10.0286 4 40.7092 0.25 23.06 362 40.7092 0.4 51.2296 40.7092 0.38 43.9024 40.7092 OK 0.0006 0.0004 40.1144 4 58.5223 0.69 20.0572 OK 0.0006 0.0004 31.6756 6 58.5223 0.54 15.8378 6 OK 0.0004 0.0004 8.34768 4 40.7092 0.21 13.6399 OK 0.0006 0.0004 33.3907 4 58.5223 0.57 16.6954 0.0002 0.0002 7.69825 2 7.50612 1.03 0.03061 OK 0.0002 0.0002 0.4087 6 7.50612 0.05 3.08975 OK 0.0002 0.0002 2.43479 2 7.50612 0.32 2.36654 OK 0.0004 0.0004 15.1032 2 24.1182 0.63 0 18 OK 0.0004 0.0004 10.0321 2 24.1182 0.42 0 OK 0.0004 0.0004 1.89137 2 24.1182 0.08 1.17893 2422200003 4 40.7092 40.7092 40.7092 0.57 30.8472 0.49 44.709 0.39 41.4355 0.34 26.0194 10 10 10 10 38.4042 0.41 0 0.54 0 0.47 0.0024 0.16 0.0072 0.66 38.4042 0.3 18 0 0.47 18 0 0.44 0.0004 0.03 0.0027 0.25 10 38.4042 0.26 40.7092 0.41 41.8353 18 0 0.44 12 7.50612 0 14.4337 2 6.95248 0.42 0.0018 0.25 0.0071 1.3 7.50612 7.50612 24.1182 18 24.1182 0.41 8.21942 0.32 0 0 2 6.95248 0.24 OK 0.0002 0.0002 8.11889 2 19.0664 0.43 4.05944 OK 0.0002 0.0002 5.37508 2 19.0664 0.28 2.02972 OK 0.0002 0.0002 2.02972 2 19.0664 0.11 2.02972 OK 0.0002 0.0002 4.8703 2 19.0664 0.26 2.43515 OK 0.0002 0.0002 3.12012 2 19.0664 0.16 1.21758 OK 0.0002 0.0002 1.21758 2 19.0664 0.06 1.21758 OK 0.0002 0.0002 11.6879 9 19.0664 0.61 8.716 OK 0.0002 0.0002 5.14459 7 19.0664 0.27 5.32202 OK 0.0002 0.0002 12.8345 7 19.0664 0.67 7.98416 OK 0.0002 0.0002 11.9995 9 19.0664 0.63 8.5957 OK 0.0002 0.0002 5.08251 OK 0.0002 0.0002 12.6789 OK 0.0002 0.0002 9.76938 OK 0.0002 0.0002 5.84007 OK 0.0002 0.0002 10.4673 OK 0.0002 0.0002 9.80782 OK 0.0002 0.0002 5.95923 OK 0.0002 0.0002 10.5387 79624624 19.0664 0.27 5.19722 19.0664 0.66 8.20692 19.0664 0.51 6.00217 12 19.0664 0.31 7.27067 19.0664 0.55 5.68543 19.0664 0.51 6.17796 12 19.0664 0.31 7.35926 19.0664 0.55 5.72067 22 2222 575572241261 24.1182 19.0664 10.4235 20.589 18.0476 0.05 12.9649 0.21 31.4649 2 6.95248 0.3 2 11.9185 0.35 0 0.01 0.0001 0.05 2 2 10 11.9185 11.9185 0.31 0.22 0 0.4 0 0 0.0001 0.02 2 19.0664 0.11 29.9494 19.0664 0.11 28.4339 10 10 23.8371 0.6 0 0.36 19.0664 0.13 29.6641 10 0 0.38 0 0 0.0001 0.01 19.0664 0.06 28.1486 10 23.8371 0.57 19.0664 0.06 26.6331 10 0 0.34 19.0664 0.46 15.9756 10 0 0.2 0 0 0.0002 0.03 19.0664 0.28 13.3351 10 23.8371 0.27 19.0664 0.42 16.5626 19.0664 0.45 16.0991 10 10 0 0.21 0 0.21 0 0 0.0002 0.03 19.0664 0.27 13.2117 10 23.8371 19.0664 19.0664 19.0664 0.43 16.4391 0.31 12.8091 0.38 10.3413 10 10 200 0.27 0.21 0.16 0.0002 0.01 0.0005 0.05 18 23.8371 0.21 19.0664 0.3 13.2354 19.0664 0.32 12.7514 10 10 0 0.17 0 0.16 0.0002 0.01 0.0005 0.05 19.0664 0.39 10.3307 18 23.8371 0.21 19.0664 0.3 13.2574 10 0 0.17 CONCRETE BEAMS CONCRETE COLUMNS COLD FORMED STEEL MEMBERS + Ready Accessibility: Good to go 目 94%
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