Composite beam as shown. If allowable normalstress for steel is (ollow)st = 168 MPa and for wood is(Callow)w = 21 MPa, determine maximum bendingmoment beam can support, with and withoutreinforcement.E= 200 GPa, E= 12 GPa,stWMoment of inertia of steelbeam is I, = 7.93 × 106 mmª,X-sectional area isA = 5493.75 mm²100 mm,5 mm105 mm30 mm(a)

Stress in steel = 168 Mpa Stress in wood = 21Mpa Est=Ew=12Gpa Area of cross section = 5493.75 mm2

Composite beam as shown. If allowable normal stress for steel is (oallow)st = 168 MPa and for wood is (Callow)w = 21 MPa, determine maximum bending moment beam can support, with and without %3D W reinforcement. E ,= 200 GPa, E = 12 GPa, st Moment of inertia of steel beam is I, = 7.93 × 10° mmª, X-sectional area is A = 5493.75 mm² 100 mm, 5 mm 105 mm 30 mm (a)

Composite beam as shown. If allowable normal stress for steel is (oallow)st = 168 MPa and for wood is (Callow)w = 21 MPa, determine maximum bending moment beam can support, with and without %3D W reinforcement. E ,= 200 GPa, E = 12 GPa, st Moment of inertia of steel beam is I, = 7.93 × 10° mmª, X-sectional area is A = 5493.75 mm² 100 mm, 5 mm 105 mm 30 mm (a)

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter9: Composite Construction

Section: Chapter Questions

Problem 9.8.9P: Use the composite beam tables and select a W-shape and stud anchors for the following conditions: ...

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