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(a) A bolted connection is shown in Figure Q5(a). The 10mm thick plate with grade S275 is bolted to the flange of the column. Determine the maximum load P (inclined at 45°) that can be resisted by the connection if bolt of M24 grade 8.8 is used. 2@100 =200m 140mm 100mm P 10mm thick plate

(a) A bolted connection is shown in Figure Q5(a). The 10mm thick plate with grade S275 is bolted to the flange of the column. Determine the maximum load P (inclined at 45°) that can be resisted by the connection if bolt of M24 grade 8.8 is used. 2@100 =200m 140mm 100mm P 10mm thick plate

Structural Analysis
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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Q5. (a) 380KN (b) A bolted connection is shown in Figure Q5(a). The 10mm thick plate with grade S275 is bolted to the flange of the column. Determine the maximum load P (inclined at 45°) that can be resisted by the connection if bolt of M24 grade 8.8 is used. 2@100 =200m Tie member ↑ 150 140mm Figure Q5(b) shows a 150 x 20 mm thick tie member in Grade S275 steel is to resist a factored load of 380kN requires a splice within its length. A single sided cover plate of 100 mm and fillet weld of 8mm leg length is applied all around the cover plate. Determine if the welded splice connection is adequate. Splice FIGURE 05(a) 150mm 150mm 100mm FIGURE 05(b) 10mm thick plate Tie member 100 8mm weld 380KN
Transcribed Image Text:Q5. (a) 380KN (b) A bolted connection is shown in Figure Q5(a). The 10mm thick plate with grade S275 is bolted to the flange of the column. Determine the maximum load P (inclined at 45°) that can be resisted by the connection if bolt of M24 grade 8.8 is used. 2@100 =200m Tie member ↑ 150 140mm Figure Q5(b) shows a 150 x 20 mm thick tie member in Grade S275 steel is to resist a factored load of 380kN requires a splice within its length. A single sided cover plate of 100 mm and fillet weld of 8mm leg length is applied all around the cover plate. Determine if the welded splice connection is adequate. Splice FIGURE 05(a) 150mm 150mm 100mm FIGURE 05(b) 10mm thick plate Tie member 100 8mm weld 380KN
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