AWT230 x 26 standard steel shape is used to support the loads shown on the beam in the figure. The dimensions from the top and bottom of the shape to the centroidal axis are shown on the sketch of the cross section. Assume LAB = 3 m, LBC= 1 m, WAB = 17 kN/m, WBC = 12 kN/m, Pc = 17 kN. Consider the entire 4-m length of the beam and determine (a) the maximum tension bending stress (a positive number) at any location along the beam, and (b) the maximum compression bending stress (a negative number) at any location along the beam. Answers: (a) Tmax (b) oc,max = i WAB i LAB T B WT230 × 26 60.7 mm WBC LBC 164.3 mm MPa MPa Pc с X

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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AWT230 x 26 standard steel shape is used to support the loads shown on the beam in the figure. The dimensions from the top and
bottom of the shape to the centroidal axis are shown on the sketch of the cross section. Assume LAB = 3 m, LBC= 1 m, WAB= 17 kN/m,
WBC = 12 kN/m, Pc = 17 kN. Consider the entire 4-m length of the beam and determine
(a) the maximum tension bending stress (a positive number) at any location along the beam, and
(b) the maximum compression bending stress (a negative number) at any location along the beam.
Answers:
(a) GT.max =
(b) Gc.max
WAB
i
LAB
B
T
WT230 x 26
60.7 mm
WBC
164.3 mm
LBC
MPa
MPa
Pc
X
Transcribed Image Text:AWT230 x 26 standard steel shape is used to support the loads shown on the beam in the figure. The dimensions from the top and bottom of the shape to the centroidal axis are shown on the sketch of the cross section. Assume LAB = 3 m, LBC= 1 m, WAB= 17 kN/m, WBC = 12 kN/m, Pc = 17 kN. Consider the entire 4-m length of the beam and determine (a) the maximum tension bending stress (a positive number) at any location along the beam, and (b) the maximum compression bending stress (a negative number) at any location along the beam. Answers: (a) GT.max = (b) Gc.max WAB i LAB B T WT230 x 26 60.7 mm WBC 164.3 mm LBC MPa MPa Pc X
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