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3. Show that the bolted connection between a bracket 8 mm thick and the flange of an ISHB 400 can carry a vertical load of 100 kN as shown in the figure below. Assume M20 bolts, grade 8.8. 100 kN 250 200 60 60 140 Fig. El Section properties of ISHB 400: Weight per metre (kg) = 82.2 Sectional Area (cm?) = 104.66 Depth of section (mm) = 400 Width of flange (mm) = 250 Thickness of flange (mm) = 12.7 Thickness of web (mm) = 10.6

3. Show that the bolted connection between a bracket 8 mm thick and the flange of an ISHB 400 can carry a vertical load of 100 kN as shown in the figure below. Assume M20 bolts, grade 8.8. 100 kN 250 200 60 60 140 Fig. El Section properties of ISHB 400: Weight per metre (kg) = 82.2 Sectional Area (cm?) = 104.66 Depth of section (mm) = 400 Width of flange (mm) = 250 Thickness of flange (mm) = 12.7 Thickness of web (mm) = 10.6

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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3. Show that the bolted connection between a bracket 8 mm thick and the flange of an ISHB 400 can carry a vertical load of 100 kN as shown in the figure below. Assume M20 bolts, grade 8.8. 100 kN 250 200 60 60 140 Fig. El Section properties of ISHB 400: Weight per metre (kg) = 82.2 Sectional Area (cm²) = 104.66 Depth of section (mm) = 400 Width of flange (mm) = 250 Thickness of flange (mm) = 12.7 Thickness of web (mm) = 10.6
Transcribed Image Text:3. Show that the bolted connection between a bracket 8 mm thick and the flange of an ISHB 400 can carry a vertical load of 100 kN as shown in the figure below. Assume M20 bolts, grade 8.8. 100 kN 250 200 60 60 140 Fig. El Section properties of ISHB 400: Weight per metre (kg) = 82.2 Sectional Area (cm²) = 104.66 Depth of section (mm) = 400 Width of flange (mm) = 250 Thickness of flange (mm) = 12.7 Thickness of web (mm) = 10.6
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