Give step-by-step solution with explanation and final answer:= ae
5 Two structural members A and Bare bohied to a bracket as shown, Knowing that both members are n co
x 1s P — 10kN in member Aand Q 20 kN in member B, determine by rigonometry the magnitude.
2 of the forces applied to the bracket by members A and 8 3
wi
3 i
= |
= A lg
em
re. a
© Tne magniuude of the resultant of the forces applied to the racket by members 4 and 81s (JK:
4 ne rection ofthe resslant of the forces applied to the bracket by members A and 81s $18
Question:
Give step-by-step solution with explanation and final answer: = ae
5 Two structural members A and Bare bohied to a bracket as shown, Knowing that both members are n co
x 1s P — 10kN in member Aand Q 20 kN in member B, determine by rigonometry the magnitude.
2 of the forces applied to the bracket by members A and 8 3
wi
3 i
= |
= A lg
em
re. a
© Tne magniuude of the resultant of the forces applied to the racket by members 4 and 81s (JK:
4 ne rection ofthe resslant of the forces applied to the bracket by members A and 81s $18
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Asked by: Veera manikanta
Created at: 2025-08-22 22:50:51
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Let's break down the problem step by step:
### **Given Data**
- Force in member \( A \): \( P = 10 \) kN (at 40° left of vertical)
- Force in member \( B \): \( Q = 20 \) kN (at 20° right of vertical)
We need to find **the magnitude and direction of the resultant force** applied to the bracket.
---
## **Step 1: Resolve the Forces into Components**
Assume upward as the positive y-direction and rightward as the positive x-direction.
### **Force A (10 kN at 40° left of vertical)**
- \( F_{Ax} = -10 \sin(40^\circ) \)
(negative because it's to the left)
- \( F_{Ay} = -10 \cos(40^\circ) \)
(negative because both forces are downward/compression)
### **Force B (20 kN at 20° right of vertical)**
- \( F_{Bx} = 20 \sin(20^\circ) \)
(positive because it's to the right)
- \( F_{By} = -20 \cos(20^\circ) \)
(negative because it's downward/compression)
---
## **Step 2: Calculate Each Component**
### **Force A:**
- \( \sin(40^\circ) \approx 0.6428 \)
- \( \cos(40^\circ) \approx 0.7660 \)
- \( F_{Ax} = -10 \times 0.6428 = -6.428 \) kN
- \( F_{Ay} = -10 \times 0.7660 = -7.660 \) kN
### **Force B:**
- \( \sin(20^\circ) \approx 0.3420 \)
- \( \cos(20^\circ) \approx 0.9397 \)
- \( F_{Bx} = 20 \times 0.3420 = 6.840 \) kN
- \( F_{By} = -20 \times 0.9397 = -18.794 \) kN
---
## **Step 3: Add the Components**
### **Resultant X-component:**
\[
R_x = F_{Ax} + F_{Bx} = -6.428 + 6.840 = 0.412 \text{ kN}
\]
### **Resultant Y-component:**
\[
R_y = F_{Ay} + F_{By} = -7.660 + (-18.794) = -26.454 \text{ kN}
\]
---
## **Step 4: Magnitude of the Resultant**
\[
R = \sqrt{R_x^2 + R_y^2}
\]
\[
R = \sqrt{(0.412)^2 + (-26.454)^2}
\]
\[
R = \sqrt{0.170 + 699.738}
\]
\[
R = \sqrt{699.908} \approx 26.47 \text{ kN}
\]
---
## **Step 5: Direction of the Resultant (Angle from the Positive X-axis)**
\[
\theta = \tan^{-1}\left(\frac{R_y}{R_x}\right)
\]
\[
\theta = \tan^{-1}\left(\frac{-26.454}{0.412}\right)
\]
\[
\theta = \tan^{-1}(-64.2)
\]
This is a very steep negative angle, almost straight down:
\[
\theta \approx -89.1^\circ
\]
So, the resultant is almost vertically downward.
---
## **Final Answers**
**Magnitude:**
\[
\boxed{26.47 \text{ kN}}
\]
**Direction:**
\[
\boxed{89.1^\circ \text{ below the positive x-axis (almost straight down)}}
\]
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