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The steel is of Grade 275 and the bolts are M20 and of Grade 4.6. The thickness of the column and bracket flanges are both less than 16 mm. 240 160 80 Center of rotation 175 150 kN

The steel is of Grade 275 and the bolts are M20 and of Grade 4.6. The thickness of the column and bracket flanges are both less than 16 mm. 240 160 80 Center of rotation 175 150 kN

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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A steel bracket is bolted to the column flange on both of its sides as shown in Fig. Q3. The steel is of Grade 275 and the bolts are M20 and of Grade 4.6. The thickness of the column and bracket flanges are both less than 16 mm. 175 150 kN 240 160 80 Center of rotation Fig. Q3 (a) By considering rotation about the lowest bolt as indicated in the figure, check the structural adequacy of the bolting layout. ( (b) Draw separate sketches to show construction details of: I. Concrete foundation to a steel Universal Column ( II. RIGID connection between two steel beam Universal Beams (
Transcribed Image Text:A steel bracket is bolted to the column flange on both of its sides as shown in Fig. Q3. The steel is of Grade 275 and the bolts are M20 and of Grade 4.6. The thickness of the column and bracket flanges are both less than 16 mm. 175 150 kN 240 160 80 Center of rotation Fig. Q3 (a) By considering rotation about the lowest bolt as indicated in the figure, check the structural adequacy of the bolting layout. ( (b) Draw separate sketches to show construction details of: I. Concrete foundation to a steel Universal Column ( II. RIGID connection between two steel beam Universal Beams (
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