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AutoSave ☑WLDT-JASMINE-NYLON-FIBER-STRUCTURAL-CALCULATIONS General ✓ ✓ Cre▾ % 9 .00 →0 Conditional Format Formatting as Table Cell Styles Home Insert Draw Page Layout Formulas Data Review View Automate G Aptos Narrow (Bod... 11 Aˆ A ab Paste BI U V ✓ ✓ A ✓ ויין 問 AIA Œ M 1 Insert ✓ Delete ▾ Format ✓ WH◇ Search (Cmd + Ctrl + U) Comments Share > Z Ov > ✓ Sort & Filter Find & Select Sensitivity Add-ins Analyze Data S T U V W X Y T29 1 CHK A B MEMB fx SECT C SEL D E F G H J K L M N P R Section Section LCB Len Ly Cb 2 CHK COM SHR SEL Material Fy LCB Lb Lz 88 Ky Cb Kz Cmy Cmz 1/Ap_y Pu Muy Muz Vuy Vuz 1/Ap_z Pa May Maz Vay Vaz 3 NG* 33 801 0 PU-1 PU-1 1 4 4 1 1 1 1 0 0.27206 0 0 -0.1361 4 NG* 1.081 0.239 A36 248211 1 4 4 1 1 1 1 65.9182 5 NG 54 801 0 PU-1 PU-1 1 4 4 1 1 1 1 0 0.25163 2.13525 1.4106 64.0544 11.2743 0 0 -0.7105 6 NG 5.606 1.236 A36 248211 1 4 4 1 1 1 1 65.9182 0.25163 2.13525 64.0544 11.2743 7 NG 55 801 0 PU-1 PU-1 1 4 4 1 1 1 1 0 8 NG 5.606 1.236 A36 248211 1 4 4 1 1 1 1 65.9182 9 NG 56 801 0 PU-1 PU-1 1 4 4 1 1 1 1 0 10 NG 5.606 1.236 A36 248211 1 4 4 1 1 1 1 65.9182 11 NG 12 NG 57 5.606 801 0 PU-1 PU-1 1 4 4 1 1 1 1 0 1.4106 0.25163 1.4106 0.25163 2.13525 1.4106 0 0 -0.7105 2.13525 64.0544 11.2743 0 0 -0.7105 64.0544 11.2743 0 0 -0.7105 1.236 A36 248211 1 4 4 1 1 1 1 65.9182 0.25163 2.13525 64.0544 11.2743 13 NG* 14 NG* 58 3.344 801 0 PU-1 PU-1 1 4 4 1 1 1 1 0 0.84133 0 0 -0.4233 0.737 A36 248211 1 4 4 1 1 1 1 65.9182 0.25163 2.13525 64.0544 11.2743 15 NG* 16 NG* 59 3.344 801 0 PU-1 PU-1 1 4 4 1 1 1 1 0 0.84133 0 0 -0.4233 0.737 A36 248211 1 4 4 1 1 1 1 65.9182 17 NG 60 801 0 PU-1 PU-1 1 4 4 1 1 1 1 0 18 NG 5.606 1.236 A36 248211 1 4 4 1 1 1 1 65.9182 19 NG 20 NG 61 5.606 801 0 PU-1 PU-1 1 4 4 1 1 1 1 0 1.236 A36 248211 1 4 4 1 1 1 1 65.9182 21 NG 22 NG 62 5.606 801 0 PU-1 PU-1 1 4 4 1 1 1 1 0 1.236 A36 248211 1 4 4 1 1 1 1 65.9182 23 NG 63 801 0 PU-1 PU-1 1 4 4 1 1 1 1 0 0.25163 1.4106 0.25163 1.4106 0.25163 1.4106 0.25163 1.4106 2.13525 64.0544 11.2743 0 0 -0.7105 2.13525 64.0544 11.2743 0 0 -0.7105 2.13525 64.0544 11.2743 0 0 -0.7105 2.13525 64.0544 11.2743 0 0 -0.7105 24 NG 5.606 1.236 A36 248211 1 4 4 1 1 1 1 65.9182 25 OK 72 801 0 PU-1 PU-1 1 2 2 1 1 1 1 0 0.25163 2.13525 64.0544 0.26117 11.2743 0 0 0.00056 26 OK 0.435 0.305 A36 248211 1 2 2 1 1 1 1 65.9182 0.59982 2.13525 64.0544 11.2743 27 OK 28 OK 73 0.435 801 0 PU-1 PU-1 1 2 2 1 1 1 1 0 0.26117 0 0 0.00056 0.305 A36 248211 1 2 2 1 1 1 1 65.9182 0.59982 2.13525 64.0544 11.2743 29 NG 29 802 0 PU-2 PU-2 1 3.1005 3.1005 1 1 1 1.022 -8.6348 2.25578 0 0 0.01254 30 NG 1.264 0.629 A36 248211 1 0.6 31 NG 30 802 0 PU-2 PU-2 1 32 NG 1.264 0.522 A36 248211 1 0.6 33 NG 34 NG 31 1.266 802 0 PU-2 PU-2 1 0.522 A36 248211 1 0.6 63636 0.6 1 1 1 1.037 14.4144 3.39132 7.49774 64.0544 5.63004 3 1 1 1 1.02 -8.6427 2.25373 0 0 -1.2588 0.6 1 1 1 1.037 3 1 1 1 1.021 0.6 1 1 1 1.037 35 NG 32 802 0 PU-2 PU-2 1 3.1005 3.1005 1 1 1 1.022 -8.6643 36 NG 1.266 0.629 A36 248211 1 0.6 0.6 1 1 1 1.037 37 OK 52 802 38 OK 0.552 0.571 0 PU-2 A36 PU-2 1 0.1005 0.1005 1 1 1 1 248211 1 0.1005 0.1005 1 1 1 1.001 39 OK 53 40 OK 0.554 802 0.571 0 PU-2 PU-2 1 0.1005 0.1005 1 1 1 1 A36 248211 1 0.1005 0.1005 1 1 1 1.001 14.4144 -8.6722 2.25389 14.4144 3.39132 2.25594 14.4144 3.39132 -6.6483 -0.3186 14.4144 3.50569 -6.6779 -0.3186 14.4144 3.50569 3.39132 7.49774 64.0544 5.63004 0 0 -1.2588 7.49774 64.0544 5.63004 0 0 0.01254 7.49774 64.0544 5.63004 0 0 3.17288 7.49774 0 64.0544 0 5.63004 3.17288 7.49774 64.0544 5.63004 41 42 Ready CONCRETE BEAMS CONCRETE COLUMNS COLD FORMED STEEL MEMBERS Accessibility: Good to go + 目 0% 108%

AutoSave ☑WLDT-JASMINE-NYLON-FIBER-STRUCTURAL-CALCULATIONS General ✓ ✓ Cre▾ % 9 .00 →0 Conditional Format Formatting as Table Cell Styles Home Insert Draw Page Layout Formulas Data Review View Automate G Aptos Narrow (Bod... 11 Aˆ A ab Paste BI U V ✓ ✓ A ✓ ויין 問 AIA Œ M 1 Insert ✓ Delete ▾ Format ✓ WH◇ Search (Cmd + Ctrl + U) Comments Share > Z Ov > ✓ Sort & Filter Find & Select Sensitivity Add-ins Analyze Data S T U V W X Y T29 1 CHK A B MEMB fx SECT C SEL D E F G H J K L M N P R Section Section LCB Len Ly Cb 2 CHK COM SHR SEL Material Fy LCB Lb Lz 88 Ky Cb Kz Cmy Cmz 1/Ap_y Pu Muy Muz Vuy Vuz 1/Ap_z Pa May Maz Vay Vaz 3 NG* 33 801 0 PU-1 PU-1 1 4 4 1 1 1 1 0 0.27206 0 0 -0.1361 4 NG* 1.081 0.239 A36 248211 1 4 4 1 1 1 1 65.9182 5 NG 54 801 0 PU-1 PU-1 1 4 4 1 1 1 1 0 0.25163 2.13525 1.4106 64.0544 11.2743 0 0 -0.7105 6 NG 5.606 1.236 A36 248211 1 4 4 1 1 1 1 65.9182 0.25163 2.13525 64.0544 11.2743 7 NG 55 801 0 PU-1 PU-1 1 4 4 1 1 1 1 0 8 NG 5.606 1.236 A36 248211 1 4 4 1 1 1 1 65.9182 9 NG 56 801 0 PU-1 PU-1 1 4 4 1 1 1 1 0 10 NG 5.606 1.236 A36 248211 1 4 4 1 1 1 1 65.9182 11 NG 12 NG 57 5.606 801 0 PU-1 PU-1 1 4 4 1 1 1 1 0 1.4106 0.25163 1.4106 0.25163 2.13525 1.4106 0 0 -0.7105 2.13525 64.0544 11.2743 0 0 -0.7105 64.0544 11.2743 0 0 -0.7105 1.236 A36 248211 1 4 4 1 1 1 1 65.9182 0.25163 2.13525 64.0544 11.2743 13 NG* 14 NG* 58 3.344 801 0 PU-1 PU-1 1 4 4 1 1 1 1 0 0.84133 0 0 -0.4233 0.737 A36 248211 1 4 4 1 1 1 1 65.9182 0.25163 2.13525 64.0544 11.2743 15 NG* 16 NG* 59 3.344 801 0 PU-1 PU-1 1 4 4 1 1 1 1 0 0.84133 0 0 -0.4233 0.737 A36 248211 1 4 4 1 1 1 1 65.9182 17 NG 60 801 0 PU-1 PU-1 1 4 4 1 1 1 1 0 18 NG 5.606 1.236 A36 248211 1 4 4 1 1 1 1 65.9182 19 NG 20 NG 61 5.606 801 0 PU-1 PU-1 1 4 4 1 1 1 1 0 1.236 A36 248211 1 4 4 1 1 1 1 65.9182 21 NG 22 NG 62 5.606 801 0 PU-1 PU-1 1 4 4 1 1 1 1 0 1.236 A36 248211 1 4 4 1 1 1 1 65.9182 23 NG 63 801 0 PU-1 PU-1 1 4 4 1 1 1 1 0 0.25163 1.4106 0.25163 1.4106 0.25163 1.4106 0.25163 1.4106 2.13525 64.0544 11.2743 0 0 -0.7105 2.13525 64.0544 11.2743 0 0 -0.7105 2.13525 64.0544 11.2743 0 0 -0.7105 2.13525 64.0544 11.2743 0 0 -0.7105 24 NG 5.606 1.236 A36 248211 1 4 4 1 1 1 1 65.9182 25 OK 72 801 0 PU-1 PU-1 1 2 2 1 1 1 1 0 0.25163 2.13525 64.0544 0.26117 11.2743 0 0 0.00056 26 OK 0.435 0.305 A36 248211 1 2 2 1 1 1 1 65.9182 0.59982 2.13525 64.0544 11.2743 27 OK 28 OK 73 0.435 801 0 PU-1 PU-1 1 2 2 1 1 1 1 0 0.26117 0 0 0.00056 0.305 A36 248211 1 2 2 1 1 1 1 65.9182 0.59982 2.13525 64.0544 11.2743 29 NG 29 802 0 PU-2 PU-2 1 3.1005 3.1005 1 1 1 1.022 -8.6348 2.25578 0 0 0.01254 30 NG 1.264 0.629 A36 248211 1 0.6 31 NG 30 802 0 PU-2 PU-2 1 32 NG 1.264 0.522 A36 248211 1 0.6 33 NG 34 NG 31 1.266 802 0 PU-2 PU-2 1 0.522 A36 248211 1 0.6 63636 0.6 1 1 1 1.037 14.4144 3.39132 7.49774 64.0544 5.63004 3 1 1 1 1.02 -8.6427 2.25373 0 0 -1.2588 0.6 1 1 1 1.037 3 1 1 1 1.021 0.6 1 1 1 1.037 35 NG 32 802 0 PU-2 PU-2 1 3.1005 3.1005 1 1 1 1.022 -8.6643 36 NG 1.266 0.629 A36 248211 1 0.6 0.6 1 1 1 1.037 37 OK 52 802 38 OK 0.552 0.571 0 PU-2 A36 PU-2 1 0.1005 0.1005 1 1 1 1 248211 1 0.1005 0.1005 1 1 1 1.001 39 OK 53 40 OK 0.554 802 0.571 0 PU-2 PU-2 1 0.1005 0.1005 1 1 1 1 A36 248211 1 0.1005 0.1005 1 1 1 1.001 14.4144 -8.6722 2.25389 14.4144 3.39132 2.25594 14.4144 3.39132 -6.6483 -0.3186 14.4144 3.50569 -6.6779 -0.3186 14.4144 3.50569 3.39132 7.49774 64.0544 5.63004 0 0 -1.2588 7.49774 64.0544 5.63004 0 0 0.01254 7.49774 64.0544 5.63004 0 0 3.17288 7.49774 0 64.0544 0 5.63004 3.17288 7.49774 64.0544 5.63004 41 42 Ready CONCRETE BEAMS CONCRETE COLUMNS COLD FORMED STEEL MEMBERS Accessibility: Good to go + 目 0% 108%

Architectural Drafting and Design (MindTap Course List)
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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compute the load bearing capacity, displacement, and stress distribution, tabulate the answers

AutoSave ☑WLDT-JASMINE-NYLON-FIBER-STRUCTURAL-CALCULATIONS General ✓ ✓ Cre▾ % 9 .00 →0 Conditional Format Formatting as Table Cell Styles Home Insert Draw Page Layout Formulas Data Review View Automate G Aptos Narrow (Bod... 11 Aˆ A ab Paste BI U V ✓ ✓ A ✓ ויין 問 AIA Œ M 1 Insert ✓ Delete ▾ Format ✓ WH◇ Search (Cmd + Ctrl + U) Comments Share > Z Ov > ✓ Sort & Filter Find & Select Sensitivity Add-ins Analyze Data S T U V W X Y T29 1 CHK A B MEMB fx SECT C SEL D E F G H J K L M N P R Section Section LCB Len Ly Cb 2 CHK COM SHR SEL Material Fy LCB Lb Lz 88 Ky Cb Kz Cmy Cmz 1/Ap_y Pu Muy Muz Vuy Vuz 1/Ap_z Pa May Maz Vay Vaz 3 NG* 33 801 0 PU-1 PU-1 1 4 4 1 1 1 1 0 0.27206 0 0 -0.1361 4 NG* 1.081 0.239 A36 248211 1 4 4 1 1 1 1 65.9182 5 NG 54 801 0 PU-1 PU-1 1 4 4 1 1 1 1 0 0.25163 2.13525 1.4106 64.0544 11.2743 0 0 -0.7105 6 NG 5.606 1.236 A36 248211 1 4 4 1 1 1 1 65.9182 0.25163 2.13525 64.0544 11.2743 7 NG 55 801 0 PU-1 PU-1 1 4 4 1 1 1 1 0 8 NG 5.606 1.236 A36 248211 1 4 4 1 1 1 1 65.9182 9 NG 56 801 0 PU-1 PU-1 1 4 4 1 1 1 1 0 10 NG 5.606 1.236 A36 248211 1 4 4 1 1 1 1 65.9182 11 NG 12 NG 57 5.606 801 0 PU-1 PU-1 1 4 4 1 1 1 1 0 1.4106 0.25163 1.4106 0.25163 2.13525 1.4106 0 0 -0.7105 2.13525 64.0544 11.2743 0 0 -0.7105 64.0544 11.2743 0 0 -0.7105 1.236 A36 248211 1 4 4 1 1 1 1 65.9182 0.25163 2.13525 64.0544 11.2743 13 NG* 14 NG* 58 3.344 801 0 PU-1 PU-1 1 4 4 1 1 1 1 0 0.84133 0 0 -0.4233 0.737 A36 248211 1 4 4 1 1 1 1 65.9182 0.25163 2.13525 64.0544 11.2743 15 NG* 16 NG* 59 3.344 801 0 PU-1 PU-1 1 4 4 1 1 1 1 0 0.84133 0 0 -0.4233 0.737 A36 248211 1 4 4 1 1 1 1 65.9182 17 NG 60 801 0 PU-1 PU-1 1 4 4 1 1 1 1 0 18 NG 5.606 1.236 A36 248211 1 4 4 1 1 1 1 65.9182 19 NG 20 NG 61 5.606 801 0 PU-1 PU-1 1 4 4 1 1 1 1 0 1.236 A36 248211 1 4 4 1 1 1 1 65.9182 21 NG 22 NG 62 5.606 801 0 PU-1 PU-1 1 4 4 1 1 1 1 0 1.236 A36 248211 1 4 4 1 1 1 1 65.9182 23 NG 63 801 0 PU-1 PU-1 1 4 4 1 1 1 1 0 0.25163 1.4106 0.25163 1.4106 0.25163 1.4106 0.25163 1.4106 2.13525 64.0544 11.2743 0 0 -0.7105 2.13525 64.0544 11.2743 0 0 -0.7105 2.13525 64.0544 11.2743 0 0 -0.7105 2.13525 64.0544 11.2743 0 0 -0.7105 24 NG 5.606 1.236 A36 248211 1 4 4 1 1 1 1 65.9182 25 OK 72 801 0 PU-1 PU-1 1 2 2 1 1 1 1 0 0.25163 2.13525 64.0544 0.26117 11.2743 0 0 0.00056 26 OK 0.435 0.305 A36 248211 1 2 2 1 1 1 1 65.9182 0.59982 2.13525 64.0544 11.2743 27 OK 28 OK 73 0.435 801 0 PU-1 PU-1 1 2 2 1 1 1 1 0 0.26117 0 0 0.00056 0.305 A36 248211 1 2 2 1 1 1 1 65.9182 0.59982 2.13525 64.0544 11.2743 29 NG 29 802 0 PU-2 PU-2 1 3.1005 3.1005 1 1 1 1.022 -8.6348 2.25578 0 0 0.01254 30 NG 1.264 0.629 A36 248211 1 0.6 31 NG 30 802 0 PU-2 PU-2 1 32 NG 1.264 0.522 A36 248211 1 0.6 33 NG 34 NG 31 1.266 802 0 PU-2 PU-2 1 0.522 A36 248211 1 0.6 63636 0.6 1 1 1 1.037 14.4144 3.39132 7.49774 64.0544 5.63004 3 1 1 1 1.02 -8.6427 2.25373 0 0 -1.2588 0.6 1 1 1 1.037 3 1 1 1 1.021 0.6 1 1 1 1.037 35 NG 32 802 0 PU-2 PU-2 1 3.1005 3.1005 1 1 1 1.022 -8.6643 36 NG 1.266 0.629 A36 248211 1 0.6 0.6 1 1 1 1.037 37 OK 52 802 38 OK 0.552 0.571 0 PU-2 A36 PU-2 1 0.1005 0.1005 1 1 1 1 248211 1 0.1005 0.1005 1 1 1 1.001 39 OK 53 40 OK 0.554 802 0.571 0 PU-2 PU-2 1 0.1005 0.1005 1 1 1 1 A36 248211 1 0.1005 0.1005 1 1 1 1.001 14.4144 -8.6722 2.25389 14.4144 3.39132 2.25594 14.4144 3.39132 -6.6483 -0.3186 14.4144 3.50569 -6.6779 -0.3186 14.4144 3.50569 3.39132 7.49774 64.0544 5.63004 0 0 -1.2588 7.49774 64.0544 5.63004 0 0 0.01254 7.49774 64.0544 5.63004 0 0 3.17288 7.49774 0 64.0544 0 5.63004 3.17288 7.49774 64.0544 5.63004 41 42 Ready CONCRETE BEAMS CONCRETE COLUMNS COLD FORMED STEEL MEMBERS Accessibility: Good to go + 目 0% 108%
Transcribed Image Text:AutoSave ☑WLDT-JASMINE-NYLON-FIBER-STRUCTURAL-CALCULATIONS General ✓ ✓ Cre▾ % 9 .00 →0 Conditional Format Formatting as Table Cell Styles Home Insert Draw Page Layout Formulas Data Review View Automate G Aptos Narrow (Bod... 11 Aˆ A ab Paste BI U V ✓ ✓ A ✓ ויין 問 AIA Œ M 1 Insert ✓ Delete ▾ Format ✓ WH◇ Search (Cmd + Ctrl + U) Comments Share > Z Ov > ✓ Sort & Filter Find & Select Sensitivity Add-ins Analyze Data S T U V W X Y T29 1 CHK A B MEMB fx SECT C SEL D E F G H J K L M N P R Section Section LCB Len Ly Cb 2 CHK COM SHR SEL Material Fy LCB Lb Lz 88 Ky Cb Kz Cmy Cmz 1/Ap_y Pu Muy Muz Vuy Vuz 1/Ap_z Pa May Maz Vay Vaz 3 NG* 33 801 0 PU-1 PU-1 1 4 4 1 1 1 1 0 0.27206 0 0 -0.1361 4 NG* 1.081 0.239 A36 248211 1 4 4 1 1 1 1 65.9182 5 NG 54 801 0 PU-1 PU-1 1 4 4 1 1 1 1 0 0.25163 2.13525 1.4106 64.0544 11.2743 0 0 -0.7105 6 NG 5.606 1.236 A36 248211 1 4 4 1 1 1 1 65.9182 0.25163 2.13525 64.0544 11.2743 7 NG 55 801 0 PU-1 PU-1 1 4 4 1 1 1 1 0 8 NG 5.606 1.236 A36 248211 1 4 4 1 1 1 1 65.9182 9 NG 56 801 0 PU-1 PU-1 1 4 4 1 1 1 1 0 10 NG 5.606 1.236 A36 248211 1 4 4 1 1 1 1 65.9182 11 NG 12 NG 57 5.606 801 0 PU-1 PU-1 1 4 4 1 1 1 1 0 1.4106 0.25163 1.4106 0.25163 2.13525 1.4106 0 0 -0.7105 2.13525 64.0544 11.2743 0 0 -0.7105 64.0544 11.2743 0 0 -0.7105 1.236 A36 248211 1 4 4 1 1 1 1 65.9182 0.25163 2.13525 64.0544 11.2743 13 NG* 14 NG* 58 3.344 801 0 PU-1 PU-1 1 4 4 1 1 1 1 0 0.84133 0 0 -0.4233 0.737 A36 248211 1 4 4 1 1 1 1 65.9182 0.25163 2.13525 64.0544 11.2743 15 NG* 16 NG* 59 3.344 801 0 PU-1 PU-1 1 4 4 1 1 1 1 0 0.84133 0 0 -0.4233 0.737 A36 248211 1 4 4 1 1 1 1 65.9182 17 NG 60 801 0 PU-1 PU-1 1 4 4 1 1 1 1 0 18 NG 5.606 1.236 A36 248211 1 4 4 1 1 1 1 65.9182 19 NG 20 NG 61 5.606 801 0 PU-1 PU-1 1 4 4 1 1 1 1 0 1.236 A36 248211 1 4 4 1 1 1 1 65.9182 21 NG 22 NG 62 5.606 801 0 PU-1 PU-1 1 4 4 1 1 1 1 0 1.236 A36 248211 1 4 4 1 1 1 1 65.9182 23 NG 63 801 0 PU-1 PU-1 1 4 4 1 1 1 1 0 0.25163 1.4106 0.25163 1.4106 0.25163 1.4106 0.25163 1.4106 2.13525 64.0544 11.2743 0 0 -0.7105 2.13525 64.0544 11.2743 0 0 -0.7105 2.13525 64.0544 11.2743 0 0 -0.7105 2.13525 64.0544 11.2743 0 0 -0.7105 24 NG 5.606 1.236 A36 248211 1 4 4 1 1 1 1 65.9182 25 OK 72 801 0 PU-1 PU-1 1 2 2 1 1 1 1 0 0.25163 2.13525 64.0544 0.26117 11.2743 0 0 0.00056 26 OK 0.435 0.305 A36 248211 1 2 2 1 1 1 1 65.9182 0.59982 2.13525 64.0544 11.2743 27 OK 28 OK 73 0.435 801 0 PU-1 PU-1 1 2 2 1 1 1 1 0 0.26117 0 0 0.00056 0.305 A36 248211 1 2 2 1 1 1 1 65.9182 0.59982 2.13525 64.0544 11.2743 29 NG 29 802 0 PU-2 PU-2 1 3.1005 3.1005 1 1 1 1.022 -8.6348 2.25578 0 0 0.01254 30 NG 1.264 0.629 A36 248211 1 0.6 31 NG 30 802 0 PU-2 PU-2 1 32 NG 1.264 0.522 A36 248211 1 0.6 33 NG 34 NG 31 1.266 802 0 PU-2 PU-2 1 0.522 A36 248211 1 0.6 63636 0.6 1 1 1 1.037 14.4144 3.39132 7.49774 64.0544 5.63004 3 1 1 1 1.02 -8.6427 2.25373 0 0 -1.2588 0.6 1 1 1 1.037 3 1 1 1 1.021 0.6 1 1 1 1.037 35 NG 32 802 0 PU-2 PU-2 1 3.1005 3.1005 1 1 1 1.022 -8.6643 36 NG 1.266 0.629 A36 248211 1 0.6 0.6 1 1 1 1.037 37 OK 52 802 38 OK 0.552 0.571 0 PU-2 A36 PU-2 1 0.1005 0.1005 1 1 1 1 248211 1 0.1005 0.1005 1 1 1 1.001 39 OK 53 40 OK 0.554 802 0.571 0 PU-2 PU-2 1 0.1005 0.1005 1 1 1 1 A36 248211 1 0.1005 0.1005 1 1 1 1.001 14.4144 -8.6722 2.25389 14.4144 3.39132 2.25594 14.4144 3.39132 -6.6483 -0.3186 14.4144 3.50569 -6.6779 -0.3186 14.4144 3.50569 3.39132 7.49774 64.0544 5.63004 0 0 -1.2588 7.49774 64.0544 5.63004 0 0 0.01254 7.49774 64.0544 5.63004 0 0 3.17288 7.49774 0 64.0544 0 5.63004 3.17288 7.49774 64.0544 5.63004 41 42 Ready CONCRETE BEAMS CONCRETE COLUMNS COLD FORMED STEEL MEMBERS Accessibility: Good to go + 目 0% 108%
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