An unequal leg angle-iron is loaded as shown in Fig. 9.12. Determine the stress at point B. Solution. RA 4 kN Mc = Mmax = 4 x 2 = 8 kN.m A₁ 1 15 cm², A₂= 20-25 cm2, A = 35-25 cm² 15 x 5+20-25 × 0.75 2.56 cm - 35-25 15 x 0.75 +20-25 × 8.25 = 5.06 cm 35-25 P=4kN 4kN A y = 2m la ✈ 15cm - pº Ik 1.5cm 2m (a) Y 10cm I 45° (b) Fig. 9.12 0 D 45°-0 P BV 1.5cm x 2m B 000
An unequal leg angle-iron is loaded as shown in Fig. 9.12. Determine the stress at point B. Solution. RA 4 kN Mc = Mmax = 4 x 2 = 8 kN.m A₁ 1 15 cm², A₂= 20-25 cm2, A = 35-25 cm² 15 x 5+20-25 × 0.75 2.56 cm - 35-25 15 x 0.75 +20-25 × 8.25 = 5.06 cm 35-25 P=4kN 4kN A y = 2m la ✈ 15cm - pº Ik 1.5cm 2m (a) Y 10cm I 45° (b) Fig. 9.12 0 D 45°-0 P BV 1.5cm x 2m B 000
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:An unequal leg angle-iron is loaded as shown in
Fig. 9.12. Determine the stress at point B.
Solution.
R₁ = 4 kN
Mc = Mmax
4x2=8 kN.m
A₁ = 15 cm², A₂= 20-25 cm2, A = 35-25 cm²
15 x 5+20-25 × 0.75
X
2.56 cm
35-25
15 x 0.75 +20-25 × 8-25
y
= 5.06 cm
35-25
P=4kN
4kN
c↓
A
k
2m
+
la
15cm
(1
(2)
*k
1.5cm
18
2m
(a)
Y
10cm
I
45°
(b)
Fig. 9.12
To
to
45°-0
P
B
1.5cm
➤ X
2m
B
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