Situation 3: A wide flange Fixed ended beam has a span of 6 m. It carries a a concentrated load of 135 kN acting 2m from right end, and a uniform distributed load of 50 kN/m Properties of Wide Flange A = 19000 mm² d = 432 mm bf = 264 mm tf= 25.0 mm tw = 14.9 mm Kdes = 35.3 mm Ix = 620 x 106 mm* 1. Compute for the maximum bending moment caused by the given loads ( 2. Compute for the maximum shearing force caused by the given loads ( 3. Compute for the static moment(Q) of the beam 4. Compute for the maximum web shear stress (average shearing stress) (- 5. Compute for the maximum shear stress of the beam

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Please answer the problem attached image.thank you very much. Using nscp 2015

Situation 3: A wide flange Fixed ended beam has a span of 6 m. It carries a a concentrated load of
135 kN acting 2m from right end, and a uniform distributed load of 50 kN/m
Properties of Wide Flange
A = 19000 mm²
d = 432 mm
bf = 264 mm
tf= 25.0 mm
tw 14.9 mm.
Kdes 35.3 mm
Ix 620 x 106 mm4
1. Compute for the maximum bending moment caused by the given loads (
2. Compute for the maximum shearing force caused by the given loads (
3. Compute for the static moment(Q) of the beam (
4. Compute for the maximum web shear stress (average shearing stress) (
5. Compute for the maximum shear stress of the beam
Transcribed Image Text:Situation 3: A wide flange Fixed ended beam has a span of 6 m. It carries a a concentrated load of 135 kN acting 2m from right end, and a uniform distributed load of 50 kN/m Properties of Wide Flange A = 19000 mm² d = 432 mm bf = 264 mm tf= 25.0 mm tw 14.9 mm. Kdes 35.3 mm Ix 620 x 106 mm4 1. Compute for the maximum bending moment caused by the given loads ( 2. Compute for the maximum shearing force caused by the given loads ( 3. Compute for the static moment(Q) of the beam ( 4. Compute for the maximum web shear stress (average shearing stress) ( 5. Compute for the maximum shear stress of the beam
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