## www.bgstructuralengineering.com

### Steel Construction Manual 15th Ed. nxtbook.com

Solved Problem Three-(a) From Steel Manual Table 3-2 Fin. Numerical Values Tables to help make the design easier Commentary Explanations of the design rules plus a few extra things Some Useful Sections of the AISC Manual Pages Description 1-26 to 1-43 Dimensions and properties of W-shapes 2-23 Design stress for compression members 3-16 to 3-30 Axial strength of columns (W-shapes) 4-14 to 4-21 Load, Supersedes the Load and Resistance Factor Design Specification for Structural Steel Buildings dated December 1, 1993 and all previous versions. Prepared by the American Institute of Steel Construction, Inc. Under the Direction of the AISC Committee on Specifications and approved by the AISC Board of Directors. AMERICAN INSTITUTE OF STEEL CONSTRUCTION, INC. One East Wacker Drive, Suite 3100.

### Steel Construction Manual American Institute aisc.org

AISC Table 3.2 Zx DocShare.tips. 27/03/2014В В· An example beam-column analysis problem using Table 6-1 from the 14th Edition of the AISC Manual of Steel Construction (and older)., AISC 15th edition Steel Construction Manual Part 16: ANSI/AISC 360-16 American Institute of Steel Construction 12 ThereвЂ™s always a solution in steel! Chapter E Compression вЂў E7. Members with Slender Elements вЂ“ when 24 y r cr F F 1 1 el el e cr cr FF bb c FF (E7-3) 2 2 r Fc Fel y (E7-4) ThereвЂ™s always a solution in steel! Chapter E.

Problem Three-(a) From Steel Manual Table 3-2, find Lp and Lr for W36x652 (ZZ-2910) in the unit of feet. Use AISC Equation F2-5 and AISC Equation F2-6 (book Page 205) to calculate Lp and Lr and compare (answer would be in inches). Aisc Steel Manual Table 3 23 Table 3 Stainless Steel Bolts These normal holes are the same holes recommended in the AISC Manual of Steel Construction for base plates. given in the National Bridge Inspection Standards (23 CFR 650),are summarized below. AISC Specifi cation Table J3.3 вЂ¦

AISC Table 3.2 Zx - Free download as PDF File (.pdf) or read online for free. AISC Table 3.2 Zx AISC Table 3.2 Zx AISC Table 3.2 Zx AISC Table 3.2 Zx 11/02/2016В В· Can anyone give me some insight as to what Mr and Mp are related to on table 3-2 of AISC? I cant find information anywhere and it seems the practice problems I look at just magically pick which moment to use from this table. Also, what is Z3 and how do I use it? Thanks for the help!

Supersedes the Load and Resistance Factor Design Specification for Structural Steel Buildings dated December 1, 1993 and all previous versions. Prepared by the American Institute of Steel Construction, Inc. Under the Direction of the AISC Committee on Specifications and approved by the AISC Board of Directors. AMERICAN INSTITUTE OF STEEL CONSTRUCTION, INC. One East Wacker Drive, Suite 3100 AISC 15th edition Steel Construction Manual Part 16: ANSI/AISC 360-16 American Institute of Steel Construction 12 ThereвЂ™s always a solution in steel! Chapter E Compression вЂў E7. Members with Slender Elements вЂ“ when 24 y r cr F F 1 1 el el e cr cr FF bb c FF (E7-3) 2 2 r Fc Fel y (E7-4) ThereвЂ™s always a solution in steel! Chapter E

Aisc Steel Manual Table 3 23 Table 3 Stainless Steel Bolts These normal holes are the same holes recommended in the AISC Manual of Steel Construction for base plates. given in the National Bridge Inspection Standards (23 CFR 650),are summarized below. AISC Specifi cation Table J3.3 вЂ¦ Prying Action 14th Ed AISC (2.0)Structural Details (File Repository) This spreadsheet uses the methods and formulas found in the prying action section on p. 9-10 of the 14th Edition of the AISC Steel Manual. It will calculate the prying action capacity Created on 09 July 2014 39. BOEF.xls (1.6)Beams

Problem Three-(a) From Steel Manual Table 3-2, find Lp and Lr for W36x652 (ZZ-2910) in the unit of feet. Use AISC Equation F2-5 and AISC Equation F2-6 (book Page 205) to calculate Lp and Lr and compare (answer would be in inches). 15th Edition AISC Steel Construction Manual, is referred to as the AISC Manual. 2. The 2016 ASCE Minimum Design Loads and Associated Criteria for Buildings and Other Structures is referred to as ASCE/SEI 7. 3. The source of equations or tabulated values taken from the AISC Specification or AISC Manual is noted along the right-hand edge of the

BEAM DIAGRAMS AND FORMULAS Table 3-23 (continued) Shears, Moments and Deflections 13. BEAM FIXED AT ONE END, SUPPORTED AT OTHER-CONCENTRATED LOAD AT CENTER Supersedes the Load and Resistance Factor Design Specification for Structural Steel Buildings dated December 1, 1993 and all previous versions. Prepared by the American Institute of Steel Construction, Inc. Under the Direction of the AISC Committee on Specifications and approved by the AISC Board of Directors. AMERICAN INSTITUTE OF STEEL CONSTRUCTION, INC. One East Wacker Drive, Suite 3100

Problem Three-(a) From Steel Manual Table 3-2, find Lp and Lr for W36x652 (ZZ-2910) in the unit of feet. Use AISC Equation F2-5 and AISC Equation F2-6 (book Page 205) to calculate Lp and Lr and compare (answer would be in inches). AISC to Honor 13 Leading Design, Construction, and Education Professionals at the 2020 NASCC: The Steel Conference Dec. 3, 2019 - AISC will honor leaders across the structural steel design, construction, and academic communities with prestigious awards at the 2020 NASCC: The Steel Conference (April 22-24 in Atlanta). The awards presentation and opening keynote will take place on Wednesday

AISC to Honor 13 Leading Design, Construction, and Education Professionals at the 2020 NASCC: The Steel Conference Dec. 3, 2019 - AISC will honor leaders across the structural steel design, construction, and academic communities with prestigious awards at the 2020 NASCC: The Steel Conference (April 22-24 in Atlanta). The awards presentation and opening keynote will take place on Wednesday 03/07/2008В В· To use table 3-22b in AISC 13 1. Determine the number of spans that you need to, uh well, span. 2. Determine your loading condition, is n infinite, 2, 3, 4, or 5. For n equal to infinite P = w * L. 3. If you are spanning an odd number of spans you will need to choose a configuration. 4. To find the maximum positive and negative moments the

Aisc Steel Manual Table 3 23 Table 3 Stainless Steel Bolts These normal holes are the same holes recommended in the AISC Manual of Steel Construction for base plates. given in the National Bridge Inspection Standards (23 CFR 650),are summarized below. AISC Specifi cation Table J3.3 вЂ¦ 03/02/2019В В· CE 434, Spring 2015 Beam Design Examples using AISC Tables 1 / 3 Overview The examples below illustrate the beam design procedure using tables in the AISC Manual. Each design will be checked against the criteria listed in Table 1 below: three flexure

requirements of AISC вЂњSpeciп¬ЃcationвЂќ Section 4.2. Note that these design stresses do not apply to a HSS deп¬Ѓned as a вЂњslender ele ment cross sectionвЂќ. Refer to part 3, Column Design, of the AISC 2nd Edition вЂњManual of Steel Construction - Load & Resistance Factor DesignвЂќ for a discussion of the design strength of columns. The AISC structural shapes properties viewer, w-flange, s-flange,wt, st, mt shpaes, double angles, rectangular shapes, rounds shapes viewer

AISC to Honor 13 Leading Design, Construction, and Education Professionals at the 2020 NASCC: The Steel Conference Dec. 3, 2019 - AISC will honor leaders across the structural steel design, construction, and academic communities with prestigious awards at the 2020 NASCC: The Steel Conference (April 22-24 in Atlanta). The awards presentation and opening keynote will take place on Wednesday AISC to Honor 13 Leading Design, Construction, and Education Professionals at the 2020 NASCC: The Steel Conference Dec. 3, 2019 - AISC will honor leaders across the structural steel design, construction, and academic communities with prestigious awards at the 2020 NASCC: The Steel Conference (April 22-24 in Atlanta). The awards presentation and opening keynote will take place on Wednesday

CE Spring Beam Design Examples using AISC Tables. AISC-Manual of Steel Construction, Yeah, I think he got mixed up with the numbers and meant the figure shows .5774*L and the list shows .577*L. At least I hope so for the 15th ed. I've marked up my 14th ed. manual to avoid any head scratching. You'd think that would be some low hanging fruit for the AISC errata team. Considering they have 1/sqrt(3)*L right next to it..

### CE Spring Beam Design Examples using AISC Tables

(PDF) AISC-Manual of Steel Construction Muhammad Rasyid. Problem Three-(a) From Steel Manual Table 3-2, find Lp and Lr for W36x652 (ZZ-2910) in the unit of feet. Use AISC Equation F2-5 and AISC Equation F2-6 (book Page 205) to calculate Lp and Lr and compare (answer would be in inches)., Aisc Steel Manual Table 3 2 - Lib 202769 Steel Construction Manual American Institute Of Steel Manual including pression tables for posite hss columns and the bined loading table for w shapes steel construction manual table 6 2 is provided for 65 and 70 ksi w shapes and hss members.

### Steel Construction Manual 15th Ed. nxtbook.com

AISC Table 3.2 Zx DocShare.tips. AISC-Manual of Steel Construction 27/03/2014В В· An example beam-column analysis problem using Table 6-1 from the 14th Edition of the AISC Manual of Steel Construction (and older)..

Aisc Steel Manual Table 3 2 - Lib 202769 Steel Construction Manual American Institute Of Steel Manual including pression tables for posite hss columns and the bined loading table for w shapes steel construction manual table 6 2 is provided for 65 and 70 ksi w shapes and hss members The LRFD manual also provides extensive information and design tables for the design of beams and other flexural members. 3. Stability of Beam Sections As long as a beam remain stable up to the fully plastic condition as depicted on Figure 2, the nominal moment strength can be taken as the plastic moment capacity as given in Equations 4 and 5.

I don't have a copy of the 14th Edition, and Google was not giving me any love. Could some one check their copy and tell me if Table 3-10 is for 36 ksi or 50 ks Manual, including compression tables for composite HSS columns and the combined loading table for W-shapes. Steel Construction Manual Table 6-2 is provided for 65 and 70 ksi W-shapes, and HSS members with both ASTM A500 Gr. C and ASTM A1085. A new plastic section modulus table вЂ¦

AISC structural shapes properties viewer, w-flange, s-flange,wt, st, mt shpaes, double angles, rectangular shapes, rounds shapes viewer The LRFD manual also provides extensive information and design tables for the design of beams and other flexural members. 3. Stability of Beam Sections As long as a beam remain stable up to the fully plastic condition as depicted on Figure 2, the nominal moment strength can be taken as the plastic moment capacity as given in Equations 4 and 5.

BEAM DIAGRAMS AND FORMULAS Table 3-23 (continued) Shears, Moments and Deflections 13. BEAM FIXED AT ONE END, SUPPORTED AT OTHER-CONCENTRATED LOAD AT CENTER AISC structural shapes properties viewer, w-flange, s-flange,wt, st, mt shpaes, double angles, rectangular shapes, rounds shapes viewer

Prying Action 14th Ed AISC (2.0)Structural Details (File Repository) This spreadsheet uses the methods and formulas found in the prying action section on p. 9-10 of the 14th Edition of the AISC Steel Manual. It will calculate the prying action capacity Created on 09 July 2014 39. BOEF.xls (1.6)Beams 03/02/2019В В· CE 434, Spring 2015 Beam Design Examples using AISC Tables 1 / 3 Overview The examples below illustrate the beam design procedure using tables in the AISC Manual. Each design will be checked against the criteria listed in Table 1 below: three flexure

AISC Table 3.2 Zx - Free download as PDF File (.pdf) or read online for free. AISC Table 3.2 Zx AISC Table 3.2 Zx AISC Table 3.2 Zx AISC Table 3.2 Zx AISC-Manual of Steel Construction

AISC to Honor 13 Leading Design, Construction, and Education Professionals at the 2020 NASCC: The Steel Conference Dec. 3, 2019 - AISC will honor leaders across the structural steel design, construction, and academic communities with prestigious awards at the 2020 NASCC: The Steel Conference (April 22-24 in Atlanta). The awards presentation and opening keynote will take place on Wednesday Supersedes the Load and Resistance Factor Design Specification for Structural Steel Buildings dated December 1, 1993 and all previous versions. Prepared by the American Institute of Steel Construction, Inc. Under the Direction of the AISC Committee on Specifications and approved by the AISC Board of Directors. AMERICAN INSTITUTE OF STEEL CONSTRUCTION, INC. One East Wacker Drive, Suite 3100

Aisc Steel Manual Table 3 2 - Lib 202769 Steel Construction Manual American Institute Of Steel Manual including pression tables for posite hss columns and the bined loading table for w shapes steel construction manual table 6 2 is provided for 65 and 70 ksi w shapes and hss members 03/02/2019В В· CE 434, Spring 2015 Beam Design Examples using AISC Tables 1 / 3 Overview The examples below illustrate the beam design procedure using tables in the AISC Manual. Each design will be checked against the criteria listed in Table 1 below: three flexure

## Aisc Steel Manual Table 3 2 Lib 202769

Steel Construction Manual American Institute aisc.org. 27/03/2014В В· An example beam-column analysis problem using Table 6-1 from the 14th Edition of the AISC Manual of Steel Construction (and older)., requirements of AISC вЂњSpeciп¬ЃcationвЂќ Section 4.2. Note that these design stresses do not apply to a HSS deп¬Ѓned as a вЂњslender ele ment cross sectionвЂќ. Refer to part 3, Column Design, of the AISC 2nd Edition вЂњManual of Steel Construction - Load & Resistance Factor DesignвЂќ for a discussion of the design strength of columns. The.

### Steel Construction Manual 15th Ed. nxtbook.com

Guide to AISC Manual mit.edu. AISC 15th edition Steel Construction Manual Part 16: ANSI/AISC 360-16 American Institute of Steel Construction 12 ThereвЂ™s always a solution in steel! Chapter E Compression вЂў E7. Members with Slender Elements вЂ“ when 24 y r cr F F 1 1 el el e cr cr FF bb c FF (E7-3) 2 2 r Fc Fel y (E7-4) ThereвЂ™s always a solution in steel! Chapter E, Prying Action 14th Ed AISC (2.0)Structural Details (File Repository) This spreadsheet uses the methods and formulas found in the prying action section on p. 9-10 of the 14th Edition of the AISC Steel Manual. It will calculate the prying action capacity Created on 09 July 2014 39. BOEF.xls (1.6)Beams.

03/02/2019В В· CE 434, Spring 2015 Beam Design Examples using AISC Tables 1 / 3 Overview The examples below illustrate the beam design procedure using tables in the AISC Manual. Each design will be checked against the criteria listed in Table 1 below: three flexure Numerical Values Tables to help make the design easier Commentary Explanations of the design rules plus a few extra things Some Useful Sections of the AISC Manual Pages Description 1-26 to 1-43 Dimensions and properties of W-shapes 2-23 Design stress for compression members 3-16 to 3-30 Axial strength of columns (W-shapes) 4-14 to 4-21 Load

Problem Three-(a) From Steel Manual Table 3-2, find Lp and Lr for W36x652 (ZZ-2910) in the unit of feet. Use AISC Equation F2-5 and AISC Equation F2-6 (book Page 205) to calculate Lp and Lr and compare (answer would be in inches). AISC to Honor 13 Leading Design, Construction, and Education Professionals at the 2020 NASCC: The Steel Conference Dec. 3, 2019 - AISC will honor leaders across the structural steel design, construction, and academic communities with prestigious awards at the 2020 NASCC: The Steel Conference (April 22-24 in Atlanta). The awards presentation and opening keynote will take place on Wednesday

Prying Action 14th Ed AISC (2.0)Structural Details (File Repository) This spreadsheet uses the methods and formulas found in the prying action section on p. 9-10 of the 14th Edition of the AISC Steel Manual. It will calculate the prying action capacity Created on 09 July 2014 39. BOEF.xls (1.6)Beams The LRFD manual also provides extensive information and design tables for the design of beams and other flexural members. 3. Stability of Beam Sections As long as a beam remain stable up to the fully plastic condition as depicted on Figure 2, the nominal moment strength can be taken as the plastic moment capacity as given in Equations 4 and 5.

21/06/2012В В· I find every engineer uses these tables in one form or another. Recently I have been asked by fabricators to design connections for given project and every send of engineering drawings references using 1/2 UDL to design connections on beams where the load is not given at the end of the beam. Aisc Steel Manual Table 3 2 - Lib 202769 Steel Construction Manual American Institute Of Steel Manual including pression tables for posite hss columns and the bined loading table for w shapes steel construction manual table 6 2 is provided for 65 and 70 ksi w shapes and hss members

AISC Table 3.2 Zx - Free download as PDF File (.pdf) or read online for free. AISC Table 3.2 Zx AISC Table 3.2 Zx AISC Table 3.2 Zx AISC Table 3.2 Zx AISC to Honor 13 Leading Design, Construction, and Education Professionals at the 2020 NASCC: The Steel Conference Dec. 3, 2019 - AISC will honor leaders across the structural steel design, construction, and academic communities with prestigious awards at the 2020 NASCC: The Steel Conference (April 22-24 in Atlanta). The awards presentation and opening keynote will take place on Wednesday

AISC structural shapes properties viewer, w-flange, s-flange,wt, st, mt shpaes, double angles, rectangular shapes, rounds shapes viewer Aisc Steel Manual Table 3 23 Table 3 Stainless Steel Bolts These normal holes are the same holes recommended in the AISC Manual of Steel Construction for base plates. given in the National Bridge Inspection Standards (23 CFR 650),are summarized below. AISC Specifi cation Table J3.3 вЂ¦

21/06/2012В В· I find every engineer uses these tables in one form or another. Recently I have been asked by fabricators to design connections for given project and every send of engineering drawings references using 1/2 UDL to design connections on beams where the load is not given at the end of the beam. 11/02/2016В В· Can anyone give me some insight as to what Mr and Mp are related to on table 3-2 of AISC? I cant find information anywhere and it seems the practice problems I look at just magically pick which moment to use from this table. Also, what is Z3 and how do I use it? Thanks for the help!

I don't have a copy of the 14th Edition, and Google was not giving me any love. Could some one check their copy and tell me if Table 3-10 is for 36 ksi or 50 ks 21/06/2012В В· I find every engineer uses these tables in one form or another. Recently I have been asked by fabricators to design connections for given project and every send of engineering drawings references using 1/2 UDL to design connections on beams where the load is not given at the end of the beam.

15th Edition AISC Steel Construction Manual, is referred to as the AISC Manual. 2. The 2016 ASCE Minimum Design Loads and Associated Criteria for Buildings and Other Structures is referred to as ASCE/SEI 7. 3. The source of equations or tabulated values taken from the AISC Specification or AISC Manual is noted along the right-hand edge of the 21/06/2012В В· I find every engineer uses these tables in one form or another. Recently I have been asked by fabricators to design connections for given project and every send of engineering drawings references using 1/2 UDL to design connections on beams where the load is not given at the end of the beam.

Yeah, I think he got mixed up with the numbers and meant the figure shows .5774*L and the list shows .577*L. At least I hope so for the 15th ed. I've marked up my 14th ed. manual to avoid any head scratching. You'd think that would be some low hanging fruit for the AISC errata team. Considering they have 1/sqrt(3)*L right next to it. 27/03/2014В В· An example beam-column analysis problem using Table 6-1 from the 14th Edition of the AISC Manual of Steel Construction (and older).

BEAM DIAGRAMS AND FORMULAS Table 3-23 (continued) Shears, Moments and Deflections 13. BEAM FIXED AT ONE END, SUPPORTED AT OTHER-CONCENTRATED LOAD AT CENTER AISC 15th edition Steel Construction Manual Part 16: ANSI/AISC 360-16 American Institute of Steel Construction 12 ThereвЂ™s always a solution in steel! Chapter E Compression вЂў E7. Members with Slender Elements вЂ“ when 24 y r cr F F 1 1 el el e cr cr FF bb c FF (E7-3) 2 2 r Fc Fel y (E7-4) ThereвЂ™s always a solution in steel! Chapter E

### How to use Table3-22b in AISC 13th edition? Structural

AISC Table 3.2 Zx DocShare.tips. Manual, including compression tables for composite HSS columns and the combined loading table for W-shapes. Steel Construction Manual Table 6-2 is provided for 65 and 70 ksi W-shapes, and HSS members with both ASTM A500 Gr. C and ASTM A1085. A new plastic section modulus table вЂ¦, 11/02/2016В В· Can anyone give me some insight as to what Mr and Mp are related to on table 3-2 of AISC? I cant find information anywhere and it seems the practice problems I look at just magically pick which moment to use from this table. Also, what is Z3 and how do I use it? Thanks for the help!.

Guide to AISC Manual mit.edu. Prying Action 14th Ed AISC (2.0)Structural Details (File Repository) This spreadsheet uses the methods and formulas found in the prying action section on p. 9-10 of the 14th Edition of the AISC Steel Manual. It will calculate the prying action capacity Created on 09 July 2014 39. BOEF.xls (1.6)Beams, Prying Action 14th Ed AISC (2.0)Structural Details (File Repository) This spreadsheet uses the methods and formulas found in the prying action section on p. 9-10 of the 14th Edition of the AISC Steel Manual. It will calculate the prying action capacity Created on 09 July 2014 39. BOEF.xls (1.6)Beams.

### Guide to AISC Manual mit.edu

CE Spring Beam Design Examples using AISC Tables. Problem Three-(a) From Steel Manual Table 3-2, find Lp and Lr for W36x652 (ZZ-2910) in the unit of feet. Use AISC Equation F2-5 and AISC Equation F2-6 (book Page 205) to calculate Lp and Lr and compare (answer would be in inches). Manual, including compression tables for composite HSS columns and the combined loading table for W-shapes. Steel Construction Manual Table 6-2 is provided for 65 and 70 ksi W-shapes, and HSS members with both ASTM A500 Gr. C and ASTM A1085. A new plastic section modulus table вЂ¦.

Aisc Steel Manual Table 3 2 - Lib 202769 Steel Construction Manual American Institute Of Steel Manual including pression tables for posite hss columns and the bined loading table for w shapes steel construction manual table 6 2 is provided for 65 and 70 ksi w shapes and hss members BEAM DIAGRAMS AND FORMULAS Table 3-23 (continued) Shears, Moments and Deflections 13. BEAM FIXED AT ONE END, SUPPORTED AT OTHER-CONCENTRATED LOAD AT CENTER

Aisc Steel Manual Table 3 2 - Lib 202769 Steel Construction Manual American Institute Of Steel Manual including pression tables for posite hss columns and the bined loading table for w shapes steel construction manual table 6 2 is provided for 65 and 70 ksi w shapes and hss members AISC 15th edition Steel Construction Manual Part 16: ANSI/AISC 360-16 American Institute of Steel Construction 12 ThereвЂ™s always a solution in steel! Chapter E Compression вЂў E7. Members with Slender Elements вЂ“ when 24 y r cr F F 1 1 el el e cr cr FF bb c FF (E7-3) 2 2 r Fc Fel y (E7-4) ThereвЂ™s always a solution in steel! Chapter E

27/03/2014В В· An example beam-column analysis problem using Table 6-1 from the 14th Edition of the AISC Manual of Steel Construction (and older). 27/03/2014В В· An example beam-column analysis problem using Table 6-1 from the 14th Edition of the AISC Manual of Steel Construction (and older).

11/02/2016В В· Can anyone give me some insight as to what Mr and Mp are related to on table 3-2 of AISC? I cant find information anywhere and it seems the practice problems I look at just magically pick which moment to use from this table. Also, what is Z3 and how do I use it? Thanks for the help! Numerical Values Tables to help make the design easier Commentary Explanations of the design rules plus a few extra things Some Useful Sections of the AISC Manual Pages Description 1-26 to 1-43 Dimensions and properties of W-shapes 2-23 Design stress for compression members 3-16 to 3-30 Axial strength of columns (W-shapes) 4-14 to 4-21 Load

Manual, including compression tables for composite HSS columns and the combined loading table for W-shapes. Steel Construction Manual Table 6-2 is provided for 65 and 70 ksi W-shapes, and HSS members with both ASTM A500 Gr. C and ASTM A1085. A new plastic section modulus table вЂ¦ 03/07/2008В В· To use table 3-22b in AISC 13 1. Determine the number of spans that you need to, uh well, span. 2. Determine your loading condition, is n infinite, 2, 3, 4, or 5. For n equal to infinite P = w * L. 3. If you are spanning an odd number of spans you will need to choose a configuration. 4. To find the maximum positive and negative moments the

Numerical Values Tables to help make the design easier Commentary Explanations of the design rules plus a few extra things Some Useful Sections of the AISC Manual Pages Description 1-26 to 1-43 Dimensions and properties of W-shapes 2-23 Design stress for compression members 3-16 to 3-30 Axial strength of columns (W-shapes) 4-14 to 4-21 Load Manual, including compression tables for composite HSS columns and the combined loading table for W-shapes. Steel Construction Manual Table 6-2 is provided for 65 and 70 ksi W-shapes, and HSS members with both ASTM A500 Gr. C and ASTM A1085. A new plastic section modulus table вЂ¦