direct stress at A.

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For the I-section below with flanges 150 mm wide and 25 mm thick, a web 200 mm
long and 10 mm thick, calculate the combined bending and direct stress at A, B (located
at centroid) and C, due to the applied loading.
Given the following information:
M=400 kN m applied moment)
P₁=100 kN (located at centroid), Compressive
P₂-200 kN (Compressive)
For P₂:e=50mm,e,=30mm
I=1,02 × 10m
I=1,41 × 105m²
X
Mx1
10
C
NB: dimensions givenЄmm
P2°
Y
A
25
X
200
P1
150
25
Transcribed Image Text:For the I-section below with flanges 150 mm wide and 25 mm thick, a web 200 mm long and 10 mm thick, calculate the combined bending and direct stress at A, B (located at centroid) and C, due to the applied loading. Given the following information: M=400 kN m applied moment) P₁=100 kN (located at centroid), Compressive P₂-200 kN (Compressive) For P₂:e=50mm,e,=30mm I=1,02 × 10m I=1,41 × 105m² X Mx1 10 C NB: dimensions givenЄmm P2° Y A 25 X 200 P1 150 25
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