Situation 1 | A built-up beam made from fastening two channels to a wide flange section carries loads' as shown. The fasteners are 12mmØ bolts with allowable shear stress t= 110 MPa. For bearing, Ob= 220MPA for single shear, and ob= 275 MPa for double shear. E=200 GPA. Fy=420 МРа. 16 KN/m 10 KN/m A B D. IE 4m 1.35m 3.15m 1.5m 210mm 180mm 12mm 9mm 180mm 210mm 238mm 90mm
Situation 1 | A built-up beam made from fastening two channels to a wide flange section carries loads' as shown. The fasteners are 12mmØ bolts with allowable shear stress t= 110 MPa. For bearing, Ob= 220MPA for single shear, and ob= 275 MPa for double shear. E=200 GPA. Fy=420 МРа. 16 KN/m 10 KN/m A B D. IE 4m 1.35m 3.15m 1.5m 210mm 180mm 12mm 9mm 180mm 210mm 238mm 90mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Determine the Moment of Inertia of the Section

Transcribed Image Text:Situation 1 | A built-up beam made from fastening two channels to a wide flange section carries
loads as shown. The fasteners are 12mmØ bolts with allowable shear stress t= 110 MPa. For
bearing, Ob= 220MPA for single shear, and ob= 275 MPa for double shear. E=200 GPA. Fy=420
МРа.
16 KN/m
10 KN/m
A
D.
IE
4m
1.35m
3.15m
1.5m
210mm
180mm
12mm
9mm
180mm
210mm
238mm
90mm
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