Civil MDC

Civil Books Platform

Design of Isolating footing at edg. 1

Design of Isolating footing at edg.

Designing an isolating footing at the edge involves creating a foundation that isolates the supported structure from the adjacent structure or ground. This type of footing is commonly used when there is a need to prevent differential settlements or to minimize the transfer of loads between structures. Here are the key steps involved in designing […]

Design of Isolating footing at edg. Read More »

Design of Column for internal frame 2

Design of Column for internal frame

Designing a column for an internal frame involves considering various factors, including the load requirements, structural stability, material selection, and architectural considerations. Here are some key steps to consider when designing a column for an internal frame: Load Analysis: Determine the types and magnitudes of the loads that the column will be subjected to. Consider

Design of Column for internal frame Read More »

Design of Column for external frame 3

Design of Column for external frame

Designing a column for an external frame involves considering several factors, including the load requirements, structural stability, material selection, and architectural considerations. Here are some key steps to consider when designing a column for an external frame: Load Analysis: Determine the types and magnitudes of the loads that the column will be subjected to. Consider

Design of Column for external frame Read More »

DESGIN A COLUMN SUBJECTED TO TENSION FORCE 4

DESGIN A COLUMN SUBJECTED TO TENSION FORCE

Objective: Design a column to resist a specific tension force of magnitude F. Material Selection: Choose a material with high tensile strength, such as steel or prestressed concrete, to effectively withstand the tension force.Cross-Sectional Shape and Dimensions: Select a suitable cross-sectional shape for the column, such as rectangular, square, or circular, based on structural efficiency

DESGIN A COLUMN SUBJECTED TO TENSION FORCE Read More »

Design Of Columns For The Last Three Floors 5

Design Of Columns For The Last Three Floors

Designing columns for the last three floors of a building involves considering several factors, including the load requirements, structural stability, material selection, and construction considerations. Here are some key steps to consider when designing columns for the uppermost floors: Load analysis: Determine the types and magnitudes of the loads that the columns will be subjected

Design Of Columns For The Last Three Floors Read More »

DESIGN OF SECTION 6

DESIGN OF SECTION

Designing a section involves determining the appropriate dimensions and shape for a structural or architectural element. The specific design considerations will vary depending on the type of section being designed, such as a beam, column, wall, or slab. Here are some general steps to consider when designing a section: Determine the functional requirements: Understand the

DESIGN OF SECTION Read More »

DESIGN OF CORBLES 8

DESIGN OF CORBLES

Corbels are structural elements that project from a wall or column to support a load. They are commonly used in architecture and construction to provide additional support and decorative features. The design of corbels involves several considerations, including structural integrity, material selection, aesthetics, and installation method. Here are some key factors to consider when designing

DESIGN OF CORBLES Read More »

Design of Girder for endback frame 9

Design of Girder for endback frame

Designing a girder for an end-back frame involves considering the structural requirements and load conditions specific to the frame configuration. Here’s a general process for designing a girder for an end-back frame: Determine the frame geometry and loading: Obtain the frame geometry and dimensions from the project specifications or drawings.Identify the applied loads, including dead

Design of Girder for endback frame Read More »

DESIGN OF RECTANGULAR SECTION SUBJECTED TO B.M and S.F 10

DESIGN OF RECTANGULAR SECTION SUBJECTED TO B.M and S.F

To design a rectangular beam section subjected to bending moment (B.M.) and shear force (S.F.), you need to follow these steps: Determine the design loads: Obtain the values of the applied loads, such as dead loads and live loads, from the project specifications or relevant codes.Consider any additional loads like wind or seismic forces if

DESIGN OF RECTANGULAR SECTION SUBJECTED TO B.M and S.F Read More »

Design of beams for the repeated floors 11

Design of beams for the repeated floors

Designing beams for repeated floors typically involves considering the structural requirements for multi-story buildings with similar floor layouts. Here’s a general approach for designing beams in such cases: Gather project information: Obtain architectural and structural drawings of the building, including floor plans, elevations, and sections.Understand the floor layout, column positions, and clear spans between columns.Identify

Design of beams for the repeated floors Read More »

CHECK OF STRESSES FOR PRETENSIONED BEAMS 16

CHECK OF STRESSES FOR PRETENSIONED BEAMS

When designing pretensioned beams, it is crucial to check the stresses to ensure that the beam can withstand the applied loads and maintain its structural integrity. Here are the general steps for checking stresses in pretensioned beams: Determine the Design Loads: Identify the design loads that the pretensioned beam will be subjected to, including dead

CHECK OF STRESSES FOR PRETENSIONED BEAMS Read More »

PRESTRESSED RECTANGULAR SECTIONS 18

PRESTRESSED RECTANGULAR SECTIONS

Prestressed rectangular sections are a type of structural member used in the construction of various concrete structures. These sections consist of rectangular-shaped beams or slabs that are reinforced with prestressing tendons to enhance their load-carrying capacity and performance. Prestressing is a technique used to introduce compressive forces into a concrete member before it is subjected

PRESTRESSED RECTANGULAR SECTIONS Read More »

DESIGN OF PRECAST PRESTRESSED COMPOSITE BEAMS POST/PRE TENSION 19

DESIGN OF PRECAST PRESTRESSED COMPOSITE BEAMS POST/PRE TENSION

The design of precast prestressed composite beams with post-tensioning or pre-tensioning involves combining different materials, such as precast concrete and steel, to create a structurally efficient and durable beam. These composite beams take advantage of the high strength and stiffness of prestressed concrete and the ductility and flexibility of steel to achieve optimal performance. Here

DESIGN OF PRECAST PRESTRESSED COMPOSITE BEAMS POST/PRE TENSION Read More »

PRESTRESSED FLANGED SECTIONS 20

PRESTRESSED FLANGED SECTIONS

Prestressed flanged sections are structural members commonly used in construction and engineering projects, particularly in the design of bridges and other long-span structures. These sections consist of a reinforced concrete beam with a flange, which is a widened portion at the top and/or bottom of the beam, and prestressing tendons. Prestressing is a technique used

PRESTRESSED FLANGED SECTIONS Read More »

Scroll to Top