Structure and Material in Civil Engineering

UNIVERSITI TUN HUSSEIN ONN MALAYSIA
An education channel focusing on Civil Engineering topic.

STRUCTURAL DESIGN (CHAPTER 1) - Example 3 - Combination of Action at Serviceability Limit State
STRUCTURAL DESIGN (CHAPTER 1) - Example 3 - Combination of Action at Serviceability Limit State
STRUCTURAL DESIGN (CHAPTER 1) - Example 2 - Load Combination for Stability Check
STRUCTURAL DESIGN (CHAPTER 1) - Example 2 - Load Combination for Stability Check
STRUCTURAL DESIGN (CHAPTER 1) - Example 1 - Design of Foundation to Resist Uplift
STRUCTURAL DESIGN (CHAPTER 1) - Example 1 - Design of Foundation to Resist Uplift
COMBINED FOOTING - SFD AND BMD
COMBINED FOOTING - SFD AND BMD
Determine moment and shear using Table 3.14 and Table 3.15 BS 8110
Determine moment and shear using Table 3.14 and Table 3.15 BS 8110
Q&A - Pile Cap - How to determine bar beyond the critical section?
Q&A - Pile Cap - How to determine bar beyond the critical section?
Q & A Session - Slender Column - How to determine final creep coefficient?
Q & A Session - Slender Column - How to determine final creep coefficient?
How to use Equation 5.39 in Eurocode for biaxial bending column?
How to use Equation 5.39 in Eurocode for biaxial bending column?
Chapter 2 : Wind pressure - Part 1
Chapter 2 : Wind pressure - Part 1
Chapter 2 - Wind Pressure - Part 2 - Example 2.2
Chapter 2 - Wind Pressure - Part 2 - Example 2.2
Chapter 2 : Example 2.1 - One Level Sub Frame Method
Chapter 2 : Example 2.1 - One Level Sub Frame Method
MTE2021 - EcoSEA Concrete Block
MTE2021 - EcoSEA Concrete Block
Space Frame - procedure to laboratory work
Space Frame - procedure to laboratory work
TIMBER COLUMN DESIGN ACCORDING TO MS544
TIMBER COLUMN DESIGN ACCORDING TO MS544
Timber Beam Design According to MS544
Timber Beam Design According to MS544
Example 4.10 : Simply supported flange beam
Example 4.10 : Simply supported flange beam
Chapter 4 - Part 2 - Bricks and Masonry
Chapter 4 - Part 2 - Bricks and Masonry
Normal Concrete Mix Design based on DOE Method - Unrestricted Design
Normal Concrete Mix Design based on DOE Method - Unrestricted Design
SIEVE ANALYSIS FOR AGGREGATE
SIEVE ANALYSIS FOR AGGREGATE
Calculation for L-beam effective width based on Eurocode.
Calculation for L-beam effective width based on Eurocode.
Continuous Beam Analysis Using Simplified Method From Table 3.5 BS8110
Continuous Beam Analysis Using Simplified Method From Table 3.5 BS8110
Continuous beam analysis using moment distribution method
Continuous beam analysis using moment distribution method
Analisis rasuk selanjar menggunakan Table 3.5 dari BS8110
Analisis rasuk selanjar menggunakan Table 3.5 dari BS8110
Design procedure for flexural reinforcement rectangular concrete beam
Design procedure for flexural reinforcement rectangular concrete beam
Slab loading distribution
Slab loading distribution
Procedure for vertical shear reinforcement concrete design
Procedure for vertical shear reinforcement concrete design
Crack checking procedure for reinforced concrete beam
Crack checking procedure for reinforced concrete beam
Deflection checking for reinforced concrete beam
Deflection checking for reinforced concrete beam
Slab loading distribution - 1
Slab loading distribution - 1
Variable action in EC
Variable action in EC