AISC - Design Guide 04 - Extended End-Plate Moment by American Institute of Steel Construction PDF

By American Institute of Steel Construction

Show description

Read or Download AISC - Design Guide 04 - Extended End-Plate Moment Connections PDF

Similar design books

New PDF release: Object-oriented database design clearly explained

Object-oriented database administration structures are starting to be in recognition, due to altering company wishes and the emergence of numerous achievable items. despite the fact that, whereas such a lot database pros have had no less than a few publicity to the elemental techniques of object-oriented programming, details bearing on particularly to object-oriented databases has remained difficult to come back through.

Read e-book online Proceedings of the Conference Inverse Problems and Optimal PDF

Note:More info on http://www. indmath. uni-linz. ac. at/www/ind/ecmi. html> ECMI

Get Health-Care Telematics in Germany: Design and Application of PDF

Health-care telematics in Germany were a miles mentioned subject lately. in line with the methodological origin of design-oriented artifact building in details structures (IS) examine, specifically procedure engineering, Ali Sunyaev develops a mode for the organizational and technical research of safety matters in health and wellbeing care utilizing instruments, equipment, and techniques in a established and traceable means.

Extra info for AISC - Design Guide 04 - Extended End-Plate Moment Connections

Sample text

Muc=8083 k-in. OK 5. Determine for the Required End Plate Thickness End Plate Yield Line Mechanism Parameter = 8083 k-in. 52 in. > p fi = 1 3 / 4 in. 3) = 6 in. 4 in. = tan 30° tan 30° de = Vertical Edge Distance for Outside Bolt Holes = 11/4 in. 448 in. to satisfy local buckling requirements USE 1/2 in. × 6 in. × 101/2 in. stiffener (ASTM A572 Gr. 50) 11. 6 in. 5 kips/bolt USE tp = 7/8 in. (ASTM A572 Gr. 50 steel) Tear Out For 3 in. Spacing: 10. 375 in. 375   50  Fys  12. 87 in. 6. 16) Use CJP welds to develop the stiffener at the beam flange and at the end plate since the stiffener thickness is greater than 3/8 in.

Ii) Beam Web to End-Plate Weld Minimum weld size for 1¼ in. end plate is 5/16 in. 1 in. 13. 860 in. 04 sixteenths USE 5/16 in. Fillet Welds The applied shear is to be resisted by weld between the minimum of the mid-depth of the beam and the compression flange or the inner row of tension bolts plus two bolt diameters and the compression flange. By inspection the former governs for this example. 10 in. 860 in. ∴ Add Flange Stiffeners Assume ½ in. Stiffener Plates ts = ½ in. 01 in. 01    17.

50 steel) Tear Out For 3 in. Spacing: 10. 375 in. 375   50  Fys  12. 87 in. 6. 16) Use CJP welds to develop the stiffener at the beam flange and at the end plate since the stiffener thickness is greater than 3/8 in. 4 50 Requirement not satisfied. 9375 in. 19) By inspection, bearing controls for the 4 in. spacing and the innermost bolts. 97 in. 860 in. 5) Assume ½ in. Stiffener Plates = 807 kips > Vu = 40 kips OK ts = 1/2 in. 76 in. 860 in. 875  Yc = 13. Design Welds + See 4E Example. 022 in.

Download PDF sample

AISC - Design Guide 04 - Extended End-Plate Moment Connections by American Institute of Steel Construction


by Charles
4.2

Rated 4.89 of 5 – based on 24 votes