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e from fastening two channels to a e 12mmØ bolts with allowable sh hear, and ob= 275 MPa for double

e from fastening two channels to a e 12mmØ bolts with allowable sh hear, and ob= 275 MPa for double

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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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. F,=420 MPa. 16 KN/m 10 KN/m B D. 4m 1.35m 3.15m 1.5m 210mm 日 180mm 12mm 9mm 180mm 210mm 238 mm ww06
Transcribed Image Text: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. F,=420 MPa. 16 KN/m 10 KN/m B D. 4m 1.35m 3.15m 1.5m 210mm 日 180mm 12mm 9mm 180mm 210mm 238 mm ww06
1. Determine the Moment of Inertia of the Section 2. Determine the Moment Capacity of the section if fos280MPa. 3. Determine the flexural stress at fiber 30 mm above Neutral Axis at distance 5 meters from the support at A.
Transcribed Image Text:1. Determine the Moment of Inertia of the Section 2. Determine the Moment Capacity of the section if fos280MPa. 3. Determine the flexural stress at fiber 30 mm above Neutral Axis at distance 5 meters from the support at A.
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