AutoSave Home Insert Draw Page Layout Formulas G Aptos Narrow (Bod... 11 Aˆ A Paste BI U V ✓ ✓ A ✓ N23 fx 0.16903 ☑WLDT-JASMINE-NYLON-FIBER-STRUCTURAL-CALCULATIONS General ✓ ✓ ✓ Cre▾ % 9 <.0 .00 →0 Conditional Format Formatting as Table Cell Styles Data Review View Automate ה ab ויין AIA Insert ✓ Œ M 1 Delete ▾ Format ✓ W A > > Search (Cmd + Ctrl + U) Comments 88 Share ✓ Sort & Filter Find & Select Sensitivity Add-ins Analyze Data Z ი 0% 3 123 A MEMB 2 SECT B C E LL SEL Section C fc fy F CHK G H J K L M N P Q R LCB V-Rebar Bc Hc Height fys phiPn-max Pu Rat-P D_nsy Mcy Mcz LCB Vu.end Rat-V.end D_nsz Rat-My Rat-Mz Vu.mid Rat-V.mid 1 0 C-1 26970 413686 OK 5 4-2-P16 1117.11 72.5409 1 12.3428 13.6934 9 22.0214 0.484 4 500 0.2 0.4 2.75 275790 0.514 1 0.53 0.51 9 22.0214 0.353 5 2 0 C-1 26970 413686 OK 3 4-2-P16 1117.11 89.3499 1 4.64022 CO 6 500 0.2 0.4 2.75 7 3 0 C-1 26970 275790 413686 OK 0.533 1 0.532 5 4-2-P16 1117.11 98.0199 1 7.18748 8 500 0.2 0.4 2.75 275790 0.502 1 0.507 9 4 0 C-1 26970 413686 OK 3 4-2-P16 1117.11 90.1287 1 7.08578 16.7219 0.536 15.159 0.5 16.6332 7 10 22.2447 37.2456 0.489 0.36 9 23.1723 0.51 8 39.4043 0.38 7 22.392 0.493 10 500 0.2 0.4 2.75 275790 0.548 1 0.576 0.55 8 37.4809 0.362 11 13 0 2C-1 26970 413686 P 15 4-2-P16 1117.11 6.97915 1 6.64501 23.4973 9 23.526 0.517 12 501 0.2 0.4 13 14 0 2C-1 2.75 26970 275790 1.005 1 0.945 0.991 9 23.526 0.389 413686 P 9 4-2-P16 1117.11 15.8303 1 9.34505 23.5017 7 23.5322 0.518 14 501 0.2 0.4 2.75 275790 1.001 1 0.996 0.979 7 23.5322 0.389 15 15 0 2C-1 26970 16 501 0.2 0.4 2.75 17 16 0 2C-1 26970 18 501 0.2 0.4 19 23 0 SC-1 20 502 0.1 0.3 21 24 0 SC-1 22 502 0.1 0.3 23 5 0 C-2 24 503 0.2 0.4 2.75 26970 1.65 26970 1.65 26970 3.05 413686 OK 275790 413686 OK 275790 413686 OK 275790 7 4-2-P16 1117.11 20.9086 1 15.7921 0.973 1 0.982 17 4-2-P16 1117.11 7.48683 1 5.28043 22.3705 0.944 23.3022 9 18.3295 0.403 18 31.4497 0.313 7 23.5467 0.518 0.988 1 0.975 0.977 7 23.5467 0.389 17 4-2-P12 449.548 -2.1338 1 0 1.81835 17 1.17313 0.028 0.298 1 0 0.303 17 1.17313 0.041 413686 OK 275790 413686 OK- 275790 7 4-2-P12 449.548 -1.945 1 0 1.81835 15 1.17313 0.028 0.304 1 0 0.302 15 1.17313 0.041 1 4-2-P12 1045.58 8.04916 1 0 0.16903 10 13.3769 0.294 0.008 1 0 0.008 10 26.415 0.263 25 26 27 28 29 CONCRETE BEAMS CONCRETE COLUMNS COLD FORMED STEEL MEMBERS Ready Accessibility: Good to go + 目 150%
AutoSave Home Insert Draw Page Layout Formulas G Aptos Narrow (Bod... 11 Aˆ A Paste BI U V ✓ ✓ A ✓ N23 fx 0.16903 ☑WLDT-JASMINE-NYLON-FIBER-STRUCTURAL-CALCULATIONS General ✓ ✓ ✓ Cre▾ % 9 <.0 .00 →0 Conditional Format Formatting as Table Cell Styles Data Review View Automate ה ab ויין AIA Insert ✓ Œ M 1 Delete ▾ Format ✓ W A > > Search (Cmd + Ctrl + U) Comments 88 Share ✓ Sort & Filter Find & Select Sensitivity Add-ins Analyze Data Z ი 0% 3 123 A MEMB 2 SECT B C E LL SEL Section C fc fy F CHK G H J K L M N P Q R LCB V-Rebar Bc Hc Height fys phiPn-max Pu Rat-P D_nsy Mcy Mcz LCB Vu.end Rat-V.end D_nsz Rat-My Rat-Mz Vu.mid Rat-V.mid 1 0 C-1 26970 413686 OK 5 4-2-P16 1117.11 72.5409 1 12.3428 13.6934 9 22.0214 0.484 4 500 0.2 0.4 2.75 275790 0.514 1 0.53 0.51 9 22.0214 0.353 5 2 0 C-1 26970 413686 OK 3 4-2-P16 1117.11 89.3499 1 4.64022 CO 6 500 0.2 0.4 2.75 7 3 0 C-1 26970 275790 413686 OK 0.533 1 0.532 5 4-2-P16 1117.11 98.0199 1 7.18748 8 500 0.2 0.4 2.75 275790 0.502 1 0.507 9 4 0 C-1 26970 413686 OK 3 4-2-P16 1117.11 90.1287 1 7.08578 16.7219 0.536 15.159 0.5 16.6332 7 10 22.2447 37.2456 0.489 0.36 9 23.1723 0.51 8 39.4043 0.38 7 22.392 0.493 10 500 0.2 0.4 2.75 275790 0.548 1 0.576 0.55 8 37.4809 0.362 11 13 0 2C-1 26970 413686 P 15 4-2-P16 1117.11 6.97915 1 6.64501 23.4973 9 23.526 0.517 12 501 0.2 0.4 13 14 0 2C-1 2.75 26970 275790 1.005 1 0.945 0.991 9 23.526 0.389 413686 P 9 4-2-P16 1117.11 15.8303 1 9.34505 23.5017 7 23.5322 0.518 14 501 0.2 0.4 2.75 275790 1.001 1 0.996 0.979 7 23.5322 0.389 15 15 0 2C-1 26970 16 501 0.2 0.4 2.75 17 16 0 2C-1 26970 18 501 0.2 0.4 19 23 0 SC-1 20 502 0.1 0.3 21 24 0 SC-1 22 502 0.1 0.3 23 5 0 C-2 24 503 0.2 0.4 2.75 26970 1.65 26970 1.65 26970 3.05 413686 OK 275790 413686 OK 275790 413686 OK 275790 7 4-2-P16 1117.11 20.9086 1 15.7921 0.973 1 0.982 17 4-2-P16 1117.11 7.48683 1 5.28043 22.3705 0.944 23.3022 9 18.3295 0.403 18 31.4497 0.313 7 23.5467 0.518 0.988 1 0.975 0.977 7 23.5467 0.389 17 4-2-P12 449.548 -2.1338 1 0 1.81835 17 1.17313 0.028 0.298 1 0 0.303 17 1.17313 0.041 413686 OK 275790 413686 OK- 275790 7 4-2-P12 449.548 -1.945 1 0 1.81835 15 1.17313 0.028 0.304 1 0 0.302 15 1.17313 0.041 1 4-2-P12 1045.58 8.04916 1 0 0.16903 10 13.3769 0.294 0.008 1 0 0.008 10 26.415 0.263 25 26 27 28 29 CONCRETE BEAMS CONCRETE COLUMNS COLD FORMED STEEL MEMBERS Ready Accessibility: Good to go + 目 150%
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
Chapter3: U.s. National Cad Standard
Section: Chapter Questions
Problem 3.13P
Related questions
Question
compute the load bearing capacity, displacement, stress distribution, tabulate the answers

Transcribed Image Text:AutoSave
Home Insert
Draw Page Layout
Formulas
G
Aptos Narrow (Bod...
11
Aˆ A
Paste
BI U V
✓
✓
A
✓
N23
fx 0.16903
☑WLDT-JASMINE-NYLON-FIBER-STRUCTURAL-CALCULATIONS
General
✓
✓
✓
Cre▾ % 9
<.0
.00 →0
Conditional Format
Formatting as Table
Cell
Styles
Data Review View Automate
ה
ab
ויין
AIA
Insert ✓
Œ M 1
Delete ▾
Format ✓
W A
>
>
Search (Cmd + Ctrl + U)
Comments
88
Share
✓
Sort &
Filter
Find &
Select
Sensitivity
Add-ins
Analyze
Data
Z
ი
0%
3
123
A
MEMB
2 SECT
B
C
E
LL
SEL
Section
C
fc
fy
F
CHK
G
H
J
K
L
M
N
P
Q
R
LCB
V-Rebar
Bc
Hc
Height fys
phiPn-max Pu
Rat-P
D_nsy
Mcy
Mcz
LCB
Vu.end Rat-V.end
D_nsz
Rat-My Rat-Mz
Vu.mid Rat-V.mid
1
0 C-1
26970
413686 OK
5 4-2-P16
1117.11 72.5409
1 12.3428 13.6934
9 22.0214
0.484
4
500
0.2
0.4
2.75
275790
0.514
1
0.53
0.51
9 22.0214
0.353
5
2
0 C-1
26970
413686 OK
3 4-2-P16
1117.11
89.3499
1
4.64022
CO
6
500
0.2
0.4
2.75
7
3
0 C-1
26970
275790
413686 OK
0.533
1
0.532
5 4-2-P16
1117.11
98.0199
1
7.18748
8
500
0.2
0.4
2.75
275790
0.502
1
0.507
9
4
0 C-1
26970
413686 OK
3 4-2-P16
1117.11
90.1287
1
7.08578
16.7219
0.536
15.159
0.5
16.6332
7
10
22.2447
37.2456
0.489
0.36
9 23.1723
0.51
8 39.4043
0.38
7 22.392
0.493
10
500
0.2
0.4
2.75
275790
0.548
1
0.576
0.55
8
37.4809
0.362
11
13
0 2C-1
26970
413686 P
15 4-2-P16
1117.11
6.97915
1
6.64501
23.4973
9
23.526
0.517
12
501
0.2
0.4
13
14
0 2C-1
2.75
26970
275790
1.005
1
0.945
0.991
9
23.526
0.389
413686 P
9 4-2-P16
1117.11
15.8303
1
9.34505
23.5017
7
23.5322
0.518
14
501
0.2
0.4
2.75
275790
1.001
1
0.996
0.979
7
23.5322
0.389
15
15
0 2C-1
26970
16
501
0.2
0.4
2.75
17
16
0 2C-1
26970
18
501
0.2
0.4
19
23
0 SC-1
20
502
0.1
0.3
21
24
0 SC-1
22
502
0.1
0.3
23
5
0 C-2
24
503
0.2
0.4
2.75
26970
1.65
26970
1.65
26970
3.05
413686 OK
275790
413686 OK
275790
413686 OK
275790
7 4-2-P16
1117.11
20.9086
1
15.7921
0.973
1
0.982
17 4-2-P16
1117.11
7.48683
1
5.28043
22.3705
0.944
23.3022
9
18.3295
0.403
18
31.4497
0.313
7 23.5467
0.518
0.988
1
0.975
0.977
7 23.5467
0.389
17 4-2-P12
449.548
-2.1338
1
0
1.81835
17 1.17313
0.028
0.298
1
0
0.303
17
1.17313
0.041
413686 OK
275790
413686 OK-
275790
7 4-2-P12
449.548
-1.945
1
0
1.81835
15 1.17313
0.028
0.304
1
0
0.302
15 1.17313
0.041
1 4-2-P12
1045.58
8.04916
1
0
0.16903
10
13.3769
0.294
0.008
1
0
0.008
10
26.415
0.263
25
26
27
28
29
CONCRETE BEAMS
CONCRETE COLUMNS
COLD FORMED STEEL MEMBERS
Ready
Accessibility: Good to go
+
目
150%
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