Steel Structure Design to (AISC-360-16) Design of Member for Compression

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    Prepared by: Ith Vanda B. Eng
    Published Date: November 2018
    Language: English

Table of Content

  1. General Provisions ……………………………………………………………………………………………
  2. Flexural Buckling of Member without Slender Element (Global Buckling)…………….
  3. Flexural Buckling of Member with Slender Element (Local Buckling) …………………..
  4. Torsional and Flexural-Torsional Buckling …………………………………………………………
  5. Single-Angle Compression Members……………………………………………………………….
  6. Built-Up Members ……………………………………………………………………………………………11
  7. Example ………………………………………………………………………………………………………….13

7.1 EX01 Wide Flange in Compression without Slender Element…………………………………..13

7.2 EX02 Wide Flange in Compression without Slender Element…………………………………..14

7.3 EX03 Wide Flange in Compression Web Slender…………………………………………………..15

7.4 EX04 Wide Flange in Compression Web and Flange Slender………………………………….16

7.5 EX05 C-Chanel in compression without Slender Element ……………………………………….17

7.6 EX06 C-Chanel in compression without Slender Element ……………………………………….18

7.7 EX07 C-Chanel in compression Web Slender ……………………………………………………….19

7.8 EX08 C-Chanel in compression Flange and Web Slender……………………………………….20

7.9 EX09 Cut-T in Compression without Slender Element…………………………………………….21

7.10 EX10 Cut-T in Compression Stem Slender……………………………………………………………22

7.11 EX11 Cut-T in Compression Stem Slender……………………………………………………………23

7.12 EX12 Box/Tube in Compression without Slender Element ………………………………………24

7.13 EX13 Box/Tube in Compression Wall Slender……………………………………………………….25

7.14 EX14 Pipe in Compression without Slender Element ……………………………………………..26

7.15 EX15 Pipe in Compression Wall Slender ………………………………………………………………27

7.16 EX16 Single-Angle in Compression ……………………………………………………………………..28

7.17 EX17 Double-Angle in Compression Welded Intermediate Connectors …………………….29

7.18 EX18 Double-Angle in Compression Bolted Intermediate Connectors ………………………30

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