George Kamiti

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.

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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.

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.

INFLUENCE LINES FOR A SINGLE CONCENTRATED LOAD|DERIVATION.

INTRODUCTION TO INFLUENCE LINES.

ANALYSIS OF A STUD WALL |BS 5268

ANALYSIS OF A TIMBER COLUMN RESISTING AN AXIAL LOAD AND MOMENT|BS 5268

ANALYSIS OF A TIMBER COLUMN RESISTING AN AXIAL LOAD|BS 5258.

DESIGN OF TIMBER COMPRESSION MEMBERS|COLUMNS AND STRUTS|BS 5268

ANALYSIS OF A FLAT TIMBER ROOF|BS 5268.

PART 2: HOW TO DESIGN TIMBER FLOOR JOISTS TO BS 5268.

PART 1: HOW TO DESIGN TIMBER FLOOR JOISTS TO BS 5268.

HOW TO DESIGN A TIMBER BEAM [BS 5268]

INTRODUCTION TO TIMBER DESIGN TO BS 5268.

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

ANALYSIS OF A BRACKET-TO-COLUMN CONNECTION.

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]

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

HOW TO DESIGN SHEAR STUDS IN COMPOSITE BEAMS|UB IS OF GRADE S355 STEEL IN BS 5950.

КАК ОПРЕДЕЛИТЬ МОМЕНТНУЮ НЕСУЩНОСТЬ КОМПОЗИТНОЙ БАЛКИ |СТАЛЬ МАРКИ S275|BS 5950.

КАК РАССЧИТАТЬ СОПРОТИВЛЕНИЕ СЖАТИЮ СТАЛЬНОЙ КОЛОННЫ, ЗАЛИТОЙ В БЕТОН|BS 5950

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

PART 2:WEB BEARING & BUCKLING CHECK AND DESIGN OF WEB STIFFENERS FOR A STEEL BEAM SECTION|BS5950

ЧАСТЬ 1: КАК ВЫБРАТЬ ПОДХОДЯЩЕЕ СЕЧЕНИЕ UB ДЛЯ УДОВЛЕТВОРЕНИЯ ТРЕБОВАНИЙ К ИЗГИБУ, СДВИГУ И ПРОГИ...

SELECTION OF A CANTILEVER BEAM SECTION IN GRADE S275|BS 5950