Reinforced Concrete Design Chapter 3 Design of Singly Reinforced Beam Problem 2 (PH)

PROBLEM 2
A rectangular beam has b = 300 mm and an effective depth of 550 mm. The beam is simply supported over a span of 6m and is used to carry a uniform DL of 20 kN/m and a uniform LL of 40 kN/m. Assume f’c = 21 MPa and fy = 312 MPa. Compression reinforcement, if necessary, shall be placed at 80 mm from the outermost compression fiber/ Determine the required steel area using NSCP 2015.

𝗥𝗘𝗜𝗡𝗙𝗢𝗥𝗖𝗘𝗗 𝗖𝗢𝗡𝗖𝗥𝗘𝗧𝗘 𝗗𝗘𝗦𝗜𝗚𝗡 𝗣𝗟𝗔𝗬𝗟𝗜𝗦𝗧
𝗖𝗵𝗮𝗽𝘁𝗲𝗿 𝟭 𝗜𝗻𝘁𝗿𝗼𝗱𝘂𝗰𝘁𝗶𝗼𝗻 𝘁𝗼 𝗥𝗲𝗶𝗻𝗳𝗼𝗿𝗰𝗲𝗱 𝗖𝗼𝗻𝗰𝗿𝗲𝘁𝗲 𝗗𝗲𝘀𝗶𝗴𝗻:    • REINFORCED CONCRETE DESIGN CHAPTER 1 | INT...  

𝗖𝗵𝗮𝗽𝘁𝗲𝗿 𝟮 𝗪𝗼𝗿𝗸𝗶𝗻𝗴 𝗦𝘁𝗿𝗲𝘀𝘀 𝗗𝗲𝘀𝗶𝗴𝗻
2.1. Analysis of Singly Reinforced Beam:    • REINFORCED CONCRETE DESIGN | CHAPTER 2 | W...  
2.2. Analysis of Doubly Reinforced Beam:    • REINFORCED CONCRETE DESIGN | CHAPTER 2 | W...  

𝗖𝗵𝗮𝗽𝘁𝗲𝗿 𝟯 𝗨𝗹𝘁𝗶𝗺𝗮𝘁𝗲 𝗦𝘁𝗿𝗲𝘀𝘀 𝗗𝗲𝘀𝗶𝗴𝗻 - 𝗦𝗶𝗻𝗴𝗹𝘆 𝗥𝗲𝗶𝗻𝗳𝗼𝗿𝗰𝗲𝗱 𝗕𝗲𝗮𝗺
3.1. Analysis of Singly Reinforced Beam:    • REINFORCED CONCRETE DESIGN | CHAPTER 3 | U...  
3.2. Analysis of T-Beam:    • REINFORCED CONCRETE DESIGN | CHAPTER 3 | U...  
3.3. Design of Singly Reinforced Beam:    • REINFORCED CONCRETE DESIGN | CHAPTER 3 | U...  

𝗖𝗵𝗮𝗽𝘁𝗲𝗿 𝟰 𝗨𝗹𝘁𝗶𝗺𝗮𝘁𝗲 𝗦𝘁𝗿𝗲𝘀𝘀 𝗗𝗲𝘀𝗶𝗴𝗻 - 𝗗𝗼𝘂𝗯𝗹𝘆 𝗥𝗲𝗶𝗻𝗳𝗼𝗿𝗰𝗲𝗱 𝗕𝗲𝗮𝗺
4.1. Analysis of Doubly Reinforced Beam:    • REINFORCED CONCRETE DESIGN | CHAPTER 4 | U...  
4.2. Design of Doubly Reinforced Beam:    • REINFORCED CONCRETE DESIGN | CHAPTER 4 | U...  

𝗖𝗵𝗮𝗽𝘁𝗲𝗿 𝟱 𝗦𝗵𝗲𝗮𝗿 𝗥𝗲𝗶𝗻𝗳𝗼𝗿𝗰𝗲𝗺𝗲𝗻𝘁

Reference:
Simplified Reinforced Concrete Design (NSCP 2015) by MJB Castro
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Credits:
1. Intro Template:    • (FREE) 2D Square Intro (60 fps - No Text) ...  
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