A flitch beam is composed of two 50x300mm planks reinforced with a 12.5mm steel plate as shown. Assume that continuous lateral support is furnished by a floor system supported by the beam. Use A36 steel with an allowable bending stress of 150 MPa, Fy = 250 MPa. Es = 200,00MPa, Ew = 7692MPa, fw = 4.3 MPa. The beam is on a simple span of 4.8m and supports a uniformly distributed load of 7.3 kN/m which includes the weight of the beam. Allowable stresses for shear: Steel: fv = 0.60Fy MPa Wood: fv = 0.58 MPa Determine the following: a.) The resisting moment of the flitch beam b.) The applied moment to the flitch beam c.) The shear capacity of the flitch beam

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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A flitch beam is composed of two 50x300mm planks
reinforced with a 12.5mm steel plate as shown. Assume that
continuous lateral support is furnished by a floor system
supported by the beam. Use A36 steel with an allowable
bending stress of 150 MPa, Fy = 250 MPa. Es = 200,00MPa, Ew
= 7692MPa, fw = 4.3 MPa. The beam is on a simple span of
4.8m and supports a uniformly distributed load of 7.3 kN/m
which includes the weight of the beam.
Allowable stresses for shear:
Steel: fv = 0.60Fy MPa
Wood: fv = 0.58 MPa
Determine the following:
a.) The resisting moment of the flitch beam
b.) The applied moment to the flitch beam
c.) The shear capacity of the flitch beam

50 mm
12.5
50 mm
300 mm
steel
reinforcement
Transcribed Image Text:50 mm 12.5 50 mm 300 mm steel reinforcement
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