Welcome to George Kamiti E-LEARNING Platform for Engineering Diploma and Degree Students.

This Channel is aimed at Architects, Quantity Surveyors, Civil Engineers and Building Construction Students pursuing Diplomas,Higher Diplomas and Degrees from Various Technical Training Institutes, National Polytechnics, Vocational Training Institutes and Universities.

The mission is to simplify Structural Engineering Concepts that even a Layman can understand. This is where Structures is made EAZZY.
One video at a time.

FOR ENQUIRIES:
EMAIL: [email protected]
TEL: +254-725-056-401 KENYA

PART 2: INFLUENCE LINES FOR A UNIFORMLY DISTRIBUTED LOAD LONGER THAN THE SPAN.
20:22
PART 2: INFLUENCE LINES FOR A UNIFORMLY DISTRIBUTED LOAD LONGER THAN THE SPAN.
PART 1: INFLUENCE LINES FOR A UNIFORMLY DISTRIBUTED LOAD LONGER THAN THE SPAN.
26:54
PART 1: INFLUENCE LINES FOR A UNIFORMLY DISTRIBUTED LOAD LONGER THAN THE SPAN.
HOW TO FIND MAXIMUM NEGATIVE AND POSITIVE SHEAR FORCES FOR A SINGLE POINT LOAD USING INFLUENCE LINES
11:03
HOW TO FIND MAXIMUM NEGATIVE AND POSITIVE SHEAR FORCES FOR A SINGLE POINT LOAD USING INFLUENCE LINES
USING INFLUENCE LINES TO FIND MAXIMUM NEGATIVE AND POSITIVE SHEAR FORCES FOR A SINGLE POINT LOAD.
32:53
USING INFLUENCE LINES TO FIND MAXIMUM NEGATIVE AND POSITIVE SHEAR FORCES FOR A SINGLE POINT LOAD.
INFLUENCE LINES FOR A SINGLE CONCENTRATED LOAD|DERIVATION.
30:01
INFLUENCE LINES FOR A SINGLE CONCENTRATED LOAD|DERIVATION.
INTRODUCTION TO INFLUENCE LINES.
3:39
INTRODUCTION TO INFLUENCE LINES.
ANALYSIS OF A STUD WALL |BS 5268
28:00
ANALYSIS OF A STUD WALL |BS 5268
ANALYSIS OF A TIMBER COLUMN RESISTING AN AXIAL LOAD AND MOMENT|BS 5268
19:12
ANALYSIS OF A TIMBER COLUMN RESISTING AN AXIAL LOAD AND MOMENT|BS 5268
ANALYSIS OF A TIMBER COLUMN RESISTING AN AXIAL LOAD|BS 5258.
17:50
ANALYSIS OF A TIMBER COLUMN RESISTING AN AXIAL LOAD|BS 5258.
DESIGN OF TIMBER COMPRESSION MEMBERS|COLUMNS AND STRUTS|BS 5268
7:58
DESIGN OF TIMBER COMPRESSION MEMBERS|COLUMNS AND STRUTS|BS 5268
ANALYSIS OF A FLAT TIMBER ROOF|BS 5268.
38:16
ANALYSIS OF A FLAT TIMBER ROOF|BS 5268.
PART 2: HOW TO DESIGN TIMBER FLOOR JOISTS TO BS 5268.
12:21
PART 2: HOW TO DESIGN TIMBER FLOOR JOISTS TO BS 5268.
PART 1: HOW TO DESIGN TIMBER FLOOR JOISTS TO BS 5268.
31:03
PART 1: HOW TO DESIGN TIMBER FLOOR JOISTS TO BS 5268.
HOW TO DESIGN A TIMBER BEAM [BS 5268]
38:15
HOW TO DESIGN A TIMBER BEAM [BS 5268]
INTRODUCTION TO TIMBER DESIGN TO BS 5268.
20:17
INTRODUCTION TO TIMBER DESIGN TO BS 5268.
DESIGN OF BEAM-TO-COLUMN CONNECTION USING WEB CLEATS||BS 5950
35:08
DESIGN OF BEAM-TO-COLUMN CONNECTION USING WEB CLEATS||BS 5950
ANALYSIS OF A BEAM-TO-COLUMN CONNECTION USING AN END PLATE||DESIGN OF CONNECTIONS||BS 5950
32:01
ANALYSIS OF A BEAM-TO-COLUMN CONNECTION USING AN END PLATE||DESIGN OF CONNECTIONS||BS 5950
ANALYSIS OF A BRACKET-TO-COLUMN CONNECTION.
15:26
ANALYSIS OF A BRACKET-TO-COLUMN CONNECTION.
PART B: DESIGN OF A COMPOSITE FLOOR INCORPORATING PROFILED METAL DECKING [BS 5950]
24:42
PART B: DESIGN OF A COMPOSITE FLOOR INCORPORATING PROFILED METAL DECKING [BS 5950]
PART A: DESIGN OF A COMPOSITE FLOOR INCORPORATING PROFILED METAL DECKING [BS 5950]
40:02
PART A: DESIGN OF A COMPOSITE FLOOR INCORPORATING PROFILED METAL DECKING [BS 5950]
PART 2: HOW TO DESIGN A COMPOSITE FLOOR|LONGITUDINAL SHEAR & DEFLECTION CHECKS.
27:30
PART 2: HOW TO DESIGN A COMPOSITE FLOOR|LONGITUDINAL SHEAR & DEFLECTION CHECKS.
PART 1: HOW TO DESIGN A COMPOSITE FLOOR|STEEL GRADE S355 TO BS 5950
39:39
PART 1: HOW TO DESIGN A COMPOSITE FLOOR|STEEL GRADE S355 TO BS 5950
HOW TO DESIGN SHEAR STUDS IN COMPOSITE BEAMS|UB IS OF GRADE S355 STEEL IN BS 5950.
20:27
HOW TO DESIGN SHEAR STUDS IN COMPOSITE BEAMS|UB IS OF GRADE S355 STEEL IN BS 5950.
HOW TO DETERMINE THE MOMENT CAPACITY OF A COMPOSITE BEAM|GRADE S275 STEEL|BS 5950.
13:08
HOW TO DETERMINE THE MOMENT CAPACITY OF A COMPOSITE BEAM|GRADE S275 STEEL|BS 5950.
HOW TO CALCULATE THE COMPRESSION RESISTANCE OF A STEEL COLUMN ENCASED IN CONCRETE|BS 5950
16:58
HOW TO CALCULATE THE COMPRESSION RESISTANCE OF A STEEL COLUMN ENCASED IN CONCRETE|BS 5950
DESIGN OF AN AXIALLY LOADED COLUMN|DESIGN OF COLUMN SECTION|BS 5950.
22:43
DESIGN OF AN AXIALLY LOADED COLUMN|DESIGN OF COLUMN SECTION|BS 5950.
SELECTION OF A SUITABLE COLUMN SECTION IN GRADE S275 STEEL|COLUMN RESISTING AXIAL LOAD AND BENDING
20:03
SELECTION OF A SUITABLE COLUMN SECTION IN GRADE S275 STEEL|COLUMN RESISTING AXIAL LOAD AND BENDING
PART 2:WEB BEARING & BUCKLING CHECK AND DESIGN OF WEB STIFFENERS FOR A STEEL BEAM SECTION|BS5950
31:57
PART 2:WEB BEARING & BUCKLING CHECK AND DESIGN OF WEB STIFFENERS FOR A STEEL BEAM SECTION|BS5950
PART 1: HOW TO SELECT A SUITABLE UB SECTION TO SATISFY BENDING,SHEAR & DEFLECTION|BS5950
34:18
PART 1: HOW TO SELECT A SUITABLE UB SECTION TO SATISFY BENDING,SHEAR & DEFLECTION|BS5950
SELECTION OF A CANTILEVER BEAM SECTION IN GRADE S275|BS 5950
33:17
SELECTION OF A CANTILEVER BEAM SECTION IN GRADE S275|BS 5950