Give step-by-step solution with explanation and final answer:Problem Set #3 ~ Multi-force body eters eo ese td Sms cs FE GE Sa & Fs Fa, ‘a 45° wf ot pli died i misao Plotter % 30 0° 30
Question:
Give step-by-step solution with explanation and final answer:
Problem Set #3 ~ Multi-force body
eters eo ese td Sms cs
FE
GE Sa
& Fs Fa,
‘a
45°
wf ot
pli died i misao
Plotter
%
30 0° 30
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Asked by: Rahul
Created at: 2026-01-12 03:50:12
Asked by: Rahul
Created at: 2026-01-12 03:50:12
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Let's solve both parts step by step:
---
## **a. Find \( F_B \) for Static Equilibrium**
### **Step 1: Free-Body Diagram and Force Components**
- **Forces acting:**
- \( 30\,\text{N} \) at A, \( 30\,\text{N} \) at C, \( F_B \) at B.
- **Angles:**
- \( 30\,\text{N} \) at A is at \( 45^\circ \) from the horizontal.
- All other forces are shown in the diagram.
### **Step 2: Sum of Forces**
#### **Horizontal (\( x \)) Direction**
\[
\sum F_x =
\]
- \( 30\,\text{N} \) at A: \( 30\cos(45^\circ) \) right
- \( F_B \): \( F_B\cos(45^\circ) \) right
- \( 30\,\text{N} \) at C: \( 30 \) left
So,
\[
30\cos(45^\circ) + F_B\cos(45^\circ) - 30 =
\]
\[
(30 + F_B)\cos(45^\circ) = 30
\]
\[
(30 + F_B)\left(\frac{\sqrt{2}}{2}\right) = 30
\]
\[
30 + F_B = 30 \times \frac{2}{\sqrt{2}}
\]
\[
30 + F_B = 30\sqrt{2}
\]
\[
F_B = 30(\sqrt{2} - 1)
\]
#### **Vertical (\( y \)) Direction**
\[
\sum F_y =
\]
- \( 30\,\text{N} \) at A: \( 30\sin(45^\circ) \) up
- \( F_B \): \( F_B\sin(45^\circ) \) up
\[
30\sin(45^\circ) + F_B\sin(45^\circ) =
\]
\[
(30 + F_B)\sin(45^\circ) =
\]
\[
30 + F_B =
\]
\[
F_B = -30\,\text{N}
\]
---
### **Step 3: Check Consistency**
From \( x \)- and \( y \)-directions, both must be satisfied.
But from \( x \)-direction: \( F_B = 30(\sqrt{2} - 1) \approx 12.43\,\text{N} \)
From \( y \)-direction: \( F_B = -30\,\text{N} \)
**Contradiction: Therefore, static equilibrium is NOT possible.**
---
## **b. Find \( F_B \) for Static Equilibrium**
### **Step 1: Free-Body Diagram and Force Components**
- \( 30\,\text{N} \) at A, at \( 30^\circ \)
- \( F_B \) at B (at a given angle)
- \( 30\,\text{N} \) at C (horizontal left)
### **Step 2: Force Equilibrium**
#### **Horizontal (\( x \)) Direction**
\[
\sum F_x =
\]
- \( 30\cos(30^\circ) \) right (A)
- \( F_B\cos(30^\circ) \) right (B)
- \( 30 \) left (C)
\[
30\cos(30^\circ) + F_B\cos(30^\circ) - 30 =
\]
\[
(30 + F_B)\cos(30^\circ) = 30
\]
\[
30 + F_B = \frac{30}{\cos(30^\circ)}
\]
\[
30 + F_B = \frac{30}{.866} \approx 34.64
\]
\[
F_B \approx 4.64\,\text{N}
\]
#### **Vertical (\( y \)) Direction**
\[
\sum F_y =
\]
- \( 30\sin(30^\circ) \) up (A)
- \( F_B\sin(30^\circ) \) up (B)
\[
30\sin(30^\circ) + F_B\sin(30^\circ) =
\]
\[
(30 + F_B)\sin(30^\circ) =
\]
\[
30 + F_B =
\]
\[
F_B = -30\,\text{N}
\]
---
### **Step 3: Check Consistency**
From \( x \) direction: \( F_B \approx 4.64\,\text{N} \)
From \( y \) direction: \( F_B = -30\,\text{N} \)
**Contradiction: Therefore, static equilibrium is NOT possible.**
---
## **Final Answers**
### **a. Not possible.**
### **b. Not possible.**
### **Explanation:**
In both cases, the force equilibrium equations in \( x \) and \( y \) directions give inconsistent values for \( F_B \), so it is not possible to achieve static equilibrium with the given forces and configurations.
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