diff --git a/content/Courses/2025/ARC2046H/ARC2046H(2).md b/content/Courses/2025/ARC2046H/ARC2046H.md
similarity index 95%
rename from content/Courses/2025/ARC2046H/ARC2046H(2).md
rename to content/Courses/2025/ARC2046H/ARC2046H.md
index 066f3561..4bdb133c 100644
--- a/content/Courses/2025/ARC2046H/ARC2046H(2).md
+++ b/content/Courses/2025/ARC2046H/ARC2046H.md
@@ -191,7 +191,7 @@ share: true
 > 			- Local Buckling
 > - SSS for every building, element, connection
 
-> [!abstract]- Assignment 01
+> [!white]- Assignment 01
 > **Question 1**
 > What method of design did we use to use in Canada, but don't any more?
 > Group of answer choices
@@ -433,7 +433,7 @@ Ultimate Limit States Calculator
 <!-- TBLFM: @3$10..@>$10=sum($-4..$-1) -->
 ```
 
-> [!abstract]- Assignment 02
+> [!white]- Assignment 02
 > 
 > **Question 1**
 > What live load would be required for the design of living room floor members in a residential unit?
@@ -455,14 +455,14 @@ Ultimate Limit States Calculator
 > 0.69 kPa
 > 0.52 kPa
 > 
-> 	Refer to `DEAD LOADS.pdf`
-> 	asphalt strip shingles => 0.15
-> 	19mm plywood sheathing => 0.11
-> 	2x8 joists at 16" c/c => 0.09 ($8in = \lfloor203mm\rfloor=184mm$)
-> 	100mm of blown glass fibre insulation => 0.04
-> 	20mm of gypsum wallboard => 0.16
-> 	mechanical/electrical => 0.05
-> 	$\sum = 0.60 kPa$
+> Refer to `DEAD LOADS.pdf`
+> asphalt strip shingles => 0.15
+> 19mm plywood sheathing => 0.11
+> 2x8 joists at 16" c/c => 0.09 ($8in = \lfloor203mm\rfloor=184mm$)
+> 100mm of blown glass fibre insulation => 0.04
+> 20mm of gypsum wallboard => 0.16
+> mechanical/electrical => 0.05
+> $\sum = 0.60 kPa$
 > 
 > **Question 3**
 > For the following loads acting on a roof, what would the worst case Factored Load Combination be? All loads are acting downward. Dead=1.25kPa, Live=2.40kPa, Snow=1.12kPa and Wind=1.00kPa
@@ -474,27 +474,27 @@ Ultimate Limit States Calculator
 > 5.16 kPa
 > 5.64 kPa
 > 
-> 	Refer to `LOAD COMBINATIONS.pdf`
-> 	Use the Ultimate Limit States Calculator above
+> Refer to `LOAD COMBINATIONS.pdf`
+> Use the Ultimate Limit States Calculator above
 > 
 > **Question 4**
 > The following is a part plan from a project under construction. What is the Length of 2WB04?
 > Provide your answers in meters.
 > ![[./Attachments/ARC2046H/Part Plan NFX.jpg|400]]
 > 
-> 	12
+> 12
 > 
 > **Question 5**
 > From the same partial plan as the previous question, what is the Tributary Width of 2WB04?
 > Provide your answers in meters.
 > 
-> 	4
+> 4
 > 
 > **Question 6**
 > From the same partial plan as the previous questions, what is the Tributary Area of 2WB04?
 > Provide your answers in m2.
 > 
-> 	48
+> 48
 > 
 > **Image for question 7-11**
 > ![[./Attachments/ARC2046H/Pasted image 20250115172052.png|Pasted image 20250115172052]]
@@ -507,7 +507,7 @@ Ultimate Limit States Calculator
 > wf = 9.3 kN/m
 > L = 13.4 m
 > 
-> 	$\lfloor\frac{9.3\times13.4}{2}\rfloor=62.3$
+> $\lfloor\frac{9.3\times13.4}{2}\rfloor=62.3$
 > 
 > **Question 8**
 > For the following question, what the maximum Vf (kN)?
@@ -516,24 +516,9 @@ Ultimate Limit States Calculator
 > wf = 7.9 kN/m
 > L = 11.2 m
 > 
-> 	$R1=\lfloor\frac{7.9\times11.2}{2}\rfloor=44.24$
-> 	$R1-7.9X-V=0$
-> 	$V = 44.24 - 7.9x$
-> ```chart
-> type: line
-> labels: [0, 2.8, 5.6, 8.4, 11.2]
-> series:
->   - title: V = 44.24 - 7.9X
->     data: [44.24, 22.12, 0, -22.12, -44.24]
-> tension: 1
-> width: 77%
-> labelColors: false
-> fill: true
-> beginAtZero: false
-> bestFit: false
-> bestFitTitle: undefined
-> bestFitNumber: 0
-> ```
+> $R1=\lfloor\frac{7.9\times11.2}{2}\rfloor=44.24$
+> $R1-7.9X-V=0$
+> $V = 44.24 - 7.9x$
 >  <pre class="dataview dataview-error">Evaluation Error: ReferenceError: Chart is not defined
 >     at eval (eval at &lt;anonymous&gt; (plugin:dataview), &lt;anonymous&gt;:18:1)
 >     at DataviewInlineApi.eval (plugin:dataview:18885:16)
@@ -553,10 +538,10 @@ Ultimate Limit States Calculator
 > wf = 6.2 kN/m
 > L = 11.2 m
 > 
-> 	$R1=\lfloor\frac{6.2\times11.2}{2}\rfloor=34.72$
-> 	$R1-6.2X-V=0$
-> 	$V = 34.72 - 6.2x$
-> 	$x=34.72\div6.2=5.6$
+> $R1=\lfloor\frac{6.2\times11.2}{2}\rfloor=34.72$
+> $R1-6.2X-V=0$
+> $V = 34.72 - 6.2x$
+> $x=34.72\div6.2=5.6$
 > 
 > **Question 10**
 > For the following question, what the maximum Mf (kN)?
@@ -565,11 +550,11 @@ Ultimate Limit States Calculator
 > wf = 7.8 kN/m
 > L = 9.6 m
 > 
-> 	$R1=\lfloor\frac{7.8\times9.6}{2}\rfloor=37.44$
-> 	$\sum_M=0=7.8\times x\times \frac{1}{2}x-37.44x+M_f$
-> 	$M_f=-3.9x^2+37.44x$
-> 	$\arg\max_{x \in (0,9.6)} M_f(x)=-\frac{b}{2a}=4.8$
-> 	$\max_{x \in (0,9.6)} M_f(x)=M_f(4.8)=89.856$
+> $R1=\lfloor\frac{7.8\times9.6}{2}\rfloor=37.44$
+> $\sum_M=0=7.8\times x\times \frac{1}{2}x-37.44x+M_f$
+> $M_f=-3.9x^2+37.44x$
+> $\arg\max_{x \in (0,9.6)} M_f(x)=-\frac{b}{2a}=4.8$
+> $\max_{x \in (0,9.6)} M_f(x)=M_f(4.8)=89.856$
 >  <pre class="dataview dataview-error">Evaluation Error: ReferenceError: Chart is not defined
 >     at eval (eval at &lt;anonymous&gt; (plugin:dataview), &lt;anonymous&gt;:18:1)
 >     at DataviewInlineApi.eval (plugin:dataview:18885:16)