AECT250-Lecture 15

AECT250-Lecture 15 - Lecture 15 Welded Connections (cont.)...

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Lecture 15 - Page 1 of 7 Lecture 15 – Welded Connections (cont.) The design of a typical all-welded double-angle simple shear connection will be investigated. Similar to an all-bolted connection, the AISC manual makes use of a one-stop-shopping design aid Table 10-3 p. 10-48 for all design considerations. An example design of a typical all-welded double-angle simple shear connection is as follows: GIVEN : A W21x44 A992 girder with a factored end reaction = 87 KIPS has 2 – L3x3x3/8 connection angles shop-welded to the girder web and field-welded to the W12x58 A992 column flange as shown. REQUIRED : Design the connection and provide a summary sketch. 2X weld size Weld B L = ? Weld A 3/16 L2x2x¼ erection angle shop-welded to col. flange W21x44 Girder W12x58 Column ¼ L = ? 2 – L3x3x3/8 connection angles Minimum Web thickness
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Lecture 15 - Page 2 of 7 Step 1 – Refer to AISC Table 10-3 p. 10-48 for design info : See Step 2 See Step 5 See Step 3 See Step 4
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Lecture 15 - Page 3 of 7
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This note was uploaded on 05/05/2009 for the course AE AE250 taught by Professor Hultenius during the Fall '08 term at SUNY Delhi.

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AECT250-Lecture 15 - Lecture 15 Welded Connections (cont.)...

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