6. All loads shown are unfactored. A2. A loaded steel stub beam W360 x 79, G40.21 35ow, is a cantilever welded to a steel column which is w610 x 140 (G40.21 350W). The stub beam is loaded at its end by a concentrated load of 100 kN. (a) Design the connection between the steel beam and the column;

6. All loads shown are unfactored. A2. A loaded steel stub beam W360 x 79, G40.21 35ow, is a cantilever welded to a steel column which is w610 x 140 (G40.21 350W). The stub beam is loaded at its end by a concentrated load of 100 kN. (a) Design the connection between the steel beam and the column;

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

6.
All loads shown are unfactored.
A2. A loaded steel stub beam W360 x 79, G40.21 350W, is a cantilever weklded to a steel
column which is W610 x 140 (G40.21 350w). The stub beam is loaded at its end by a
concentrated load of 100 kN.
(a) Design the connection between the steel beam and the column;
(b) Check the adequacy of the beam W360 x 79 to carry the load.

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