Канал: Structure and Material in Civil Engineering

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

Slab loading distribution - 2

Slab loading distribution - 2

Calculation to determine load on concrete beam (self-weight, slab load distribution and wall load)

Calculation to determine load on concrete beam (self-weight, slab load distribution and wall load)

How to calculate concrete structural element self-weight?

How to calculate concrete structural element self-weight?

Alternative method for two way slab using Table 3.15 BS8110

Alternative method for two way slab using Table 3.15 BS8110