A joist cutting is used as a bracket to support a load of 135 kN. It is welded tothe column flange as shown in Fig. Ex. 10.12. Compute the size of the fillet weld.0170 mmunstSHP 135 kN120 mm longmO2L COmp081801EI.S.H.B. 400 @ 759.3 N/mbestbe801120 mm longTOVerical leg-I.S.H.B. 450 @ 855.4 N/mWertFig. Ex. 10.12 blow lo ssie sdh obivong ooroHenekaoblow lo asi2320ww

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A joist cutting is used as a bracket to support a load of 135 kN. It is welded to the column flange as shown in Fig. Ex. 10.12. Compute the size of the fillet weld. 0170 mm 135 kN 2ow sd goleT 120 mm long 1.081 801 I.S.H.B. 400 @ 759.3 N/m be 801 120 mm long Vertical le TO -I.S.H.B. 450 @ 855.4 N/m To osie Veni Fig. Ex. 10.12 blow lo ssie sdh obivonq corpH 320 ww

A joist cutting is used as a bracket to support a load of 135 kN. It is welded to the column flange as shown in Fig. Ex. 10.12. Compute the size of the fillet weld. 0170 mm 135 kN 2ow sd goleT 120 mm long 1.081 801 I.S.H.B. 400 @ 759.3 N/m be 801 120 mm long Vertical le TO -I.S.H.B. 450 @ 855.4 N/m To osie Veni Fig. Ex. 10.12 blow lo ssie sdh obivonq corpH 320 ww

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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