Act like a helpful tutor and exlain me :
Give step-by-step solution with explanation and final answer:Question 9 (1 point)
SET
Q9. As shown in the image below, the simply supported beam is subjected to the
applied loads: a free couple moment M = 104 kN-m, two segments of linearly
distributed loads, with maximum load intensity w= 5.7 kN/m, and a concentrated
force F= 10.7 kN. Determine the magnitude of the resultant moment (in kN-m)
caused by these applied loads about point O. Please pay attention: the numbers may
change since they are randomized. Your answer must include 1 place after the
decimal point.
F
Ww
a! +
f=:
— 75m _ 45m _]
Question:
Act like a helpful tutor and exlain me :
Give step-by-step solution with explanation and final answer:Question 9 (1 point)
SET
Q9. As shown in the image below, the simply supported beam is subjected to the
applied loads: a free couple moment M = 104 kN-m, two segments of linearly
distributed loads, with maximum load intensity w= 5.7 kN/m, and a concentrated
force F= 10.7 kN. Determine the magnitude of the resultant moment (in kN-m)
caused by these applied loads about point O. Please pay attention: the numbers may
change since they are randomized. Your answer must include 1 place after the
decimal point.
F
Ww
a! +
f=:
— 75m _ 45m _]
This is AI generated Response.
Asked by: manish kumar
Created at: 2025-09-15 11:34:39
Final Answer:
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Let's solve the problem **step by step**.
We need to find the **magnitude of the resultant moment about point O** caused by all applied loads.
---
## **Step 1: List Given Data**
- Couple moment at O: \( M = 104 \) kN·m (counterclockwise)
- Distributed load: triangular, max intensity \( w = 5.7 \) kN/m, length = 12.0 m (7.5 + 4.5)
- Point force \( F = 10.7 \) kN at the right end (12.0 m from O)
---
## **Step 2: Break Down the Loads**
### **1. Couple Moment at O**
- Moment about O = **104 kN·m** (counterclockwise, by sign convention: positive)
---
### **2. Distributed Load (Triangular)**
- **Total length = 12.0 m**
- The load is triangular, starting from 0 at O to \( w = 5.7 \) kN/m at 12.0 m.
#### **Resultant Force** (Area of triangle):
\[
F_{\text{tri}} = \frac{1}{2} \times \text{base} \times \text{height}
= \frac{1}{2} \times 12.0 \times 5.7 = 34.2 \text{ kN}
\]
#### **Location of Resultant Force**
- For a right triangle starting from O, the centroid is \( \frac{1}{3} \) from the high end (right), or \( \frac{2}{3} \) from O:
\[
x_{F_{\text{tri}}} = \frac{2}{3} \times 12.0 = 8.0 \text{ m from O}
\]
#### **Moment about O (from this load)**
\[
M_{\text{tri}} = F_{\text{tri}} \times x_{F_{\text{tri}}}
= 34.2 \times 8.0 = 273.6 \text{ kN·m (clockwise)}
\]
- Clockwise moment is **negative** by convention:
\[
M_{\text{tri}} = -273.6 \text{ kN·m}
\]
---
### **3. Concentrated Force \( F \)**
- Located at 12.0 m from O
- Magnitude: \( F = 10.7 \) kN
\[
M_F = F \times \text{distance from O} = 10.7 \times 12.0 = 128.4 \text{ kN·m (clockwise)}
\]
- Clockwise moment is **negative** by convention:
\[
M_F = -128.4 \text{ kN·m}
\]
---
## **Step 3: Sum Moments about O**
\[
M_{\text{resultant}} = M + M_{\text{tri}} + M_F
\]
\[
M_{\text{resultant}} = 104 + (-273.6) + (-128.4)
\]
\[
M_{\text{resultant}} = 104 - 273.6 - 128.4
\]
\[
M_{\text{resultant}} = 104 - 402.0 = -298.0 \text{ kN·m}
\]
---
## **Step 4: Final Answer (Magnitude)**
\[
\boxed{298.0 \text{ kN·m}}
\]
(The negative sign means the net moment is clockwise, but since the question asks for the **magnitude**, we report the positive value.)
---
## **Summary Table**
| Load Type | Magnitude (kN·m) | Direction |
|-------------------|------------------|-------------------|
| Couple at O | +104.0 | Counterclockwise |
| Triangular Load | -273.6 | Clockwise |
| Point Force | -128.4 | Clockwise |
| **Total** | **-298.0** | Clockwise |
---
### **Final Answer:**
**The magnitude of the resultant moment about point O is**
\[
\boxed{298.0\ \text{kN·m}}
\]
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