Видео 14
Просмотров 361 457

9:00

Plastic Analysis - Fundamental Concepts Part 3

14:54

Load Bearing Capacity of Piles - Part 1

12:47

Calculation of Change in Stress - Problem 1

5:53

Calculation of Change in Stress

9:54

Excavations and Earth Pressure Problem 1

6:54

Load Bearing Capacity of Piles - Part 2

This tutorial continues on from part 1 and looks at calculating the ultimate load bearing capacity of piles in clayey soils.

Видео

9:00

Plastic Analysis Work done Part 1

Просмотров 22 тыс.10 лет назад

This video continues from platsic analysis part 3. The tutorial looks at external and internal work on a loaded beam at its collapse.

Plastic Analysis - Fundamental Concepts Part 3

14:54

Plastic Analysis - Fundamental Concepts Part 3

Просмотров 38 тыс.10 лет назад

Plastic Analysis - Fundamental Concepts Part 3 Continuing on from Part 2, this video introduces independent and combined collapse mechanisms.

12:47

Load Bearing Capacity of Piles - Part 1

Просмотров 89 тыс.10 лет назад

Design of pile foundations in sand or granular soils.

Calculation of Change in Stress - Problem 1

5:53

Calculation of Change in Stress - Problem 1

Просмотров 49 тыс.10 лет назад

Calculation of Stress Change - Problem 1. The first problem after the tutorial on "Calculation of Change in Stress".

9:54

Calculation of Change in Stress

Просмотров 8 тыс.10 лет назад

Calculation of Change in Stress

Excavations and Earth Pressure Problem 1

6:54

Excavations and Earth Pressure Problem 1

Просмотров 1,3 тыс.10 лет назад

Excavations and Earth Pressure Problem 1

Plastic Analysis - Fundamental Concepts Part 2

6:48

Plastic Analysis - Fundamental Concepts Part 2

Просмотров 35 тыс.10 лет назад

The second part to the fundamental concepts of plastic analysis tutorial.

Plastic Analysis - Fundamental Concepts Part 1

5:17

Plastic Analysis - Fundamental Concepts Part 1

Просмотров 74 тыс.10 лет назад

A brief intoduction into the plastic analysis of steel beams. NOTE: I made a mistake, apologies. Where I labelled "a" on the last graph was incorrect, it should have been at the top, where the line levels out. This is shown by "plastic hinge forms in this region".