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, Os= 220MPa for single shear, and os= 275 MPa for double shear. E=200 GPA. F,=420 MPa. 16 KN/m 10 ΚNm B 4m 1.35m 3.15m 1.5m 210mm 180mm 12m 180mm 210mm 238 mm 90mm 9min

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, Os= 220MPa for single shear, and os= 275 MPa for double shear. E=200 GPA. F,=420 MPa. 16 KN/m 10 ΚNm B 4m 1.35m 3.15m 1.5m 210mm 180mm 12m 180mm 210mm 238 mm 90mm 9min

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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