A bracket plate is welded to the flange of a column section I.S.H.B. 300 @ 618 N/m, as shown in Fig. Ex. 10.10. Calculate the size of the weld required to support a load of 110 KN. 110 kN dy 260 mm 60.606 mm 200 mm 139.394 mm Fig. Ex. 10.10 80 mm-

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A bracket plate is welded to the flange of a
column section I.S.H.B. 300 @ 618 N/m, as
shown in Fig. Ex. 10.10. Calculate the size
of the weld required to support a load of 110
KN.
110 kN
200 mm
139.394
mm
Fig. Ex. 10.10
քաա 0971
60.606 mm
80 mm-
Transcribed Image Text:A bracket plate is welded to the flange of a column section I.S.H.B. 300 @ 618 N/m, as shown in Fig. Ex. 10.10. Calculate the size of the weld required to support a load of 110 KN. 110 kN 200 mm 139.394 mm Fig. Ex. 10.10 քաա 0971 60.606 mm 80 mm-
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