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Design of I-Shape Column Base Plate with Moment & Axial Compression. 1

Design of I-Shape Column Base Plate with Moment & Axial Compression.

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Designing an I-shape column base plate with moment and axial compression involves several steps. Here is a general outline of the process: Determine the design requirements: Start by establishing the design parameters and requirements for the column base plate. This includes the applied axial load, the moment acting on the column, the material properties, and […]

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SEISMIC ANALYSIS CALCULATIONS ACCORDING TO ECCS 203-2001 6

SEISMIC ANALYSIS CALCULATIONS ACCORDING TO ECCS 203-2001

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Seismic analysis calculations typically involve several steps and considerations. While I can provide you with a general outline, it’s important to note that seismic analysis methods and codes can vary depending on the region and design standards being used. Here’s a general overview of the steps involved in seismic analysis:

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Seismic loads calculations (According to ECP ) 7

Seismic loads calculations (According to ECP )

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Seismic load calculations are an essential part of structural engineering, particularly in regions prone to seismic activity. The specific method of calculating seismic loads depends on the seismic design code adopted for a particular country or region. Since you mentioned ECP, which stands for “Ecuadorian Code of Construction,” I’ll provide an overview of seismic load

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Rigid Connections Bearing Type Connections 8

Rigid Connections Bearing Type Connections

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Rigid connections, also known as moment-resisting connections or fixed connections, are structural connections that provide resistance to rotation (moments) between connected members. These connections are designed to transfer both vertical loads and moments from one member to another, creating a rigid and stable structural system. One common type of rigid connection is the bearing type

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SB1 REINFORCEMENT OF TOP & BOTTOM COPED BEAM FROM TOP & BOTTOM 12

SB1 REINFORCEMENT OF TOP & BOTTOM COPED BEAM FROM TOP & BOTTOM

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SB1 reinforcement typically refers to the reinforcement of top and bottom flanges of a coped beam from both the top and bottom sides. When a beam is coped, a portion of the top and/or bottom flange is removed or cut to allow for proper fitment with another structural member, such as a column or beam.

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MOMENT CONNECTION NON-EXTENDED 16

MOMENT CONNECTION NON-EXTENDED

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A non-extended moment connection refers to a type of structural connection where the beams or columns being connected are not extended or thickened in the vicinity of the connection. In other words, the cross-sectional dimensions of the members remain constant throughout the connection region. In a non-extended moment connection, the transfer of bending moments is

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MOMENT CONNECTION EXTEND NO HAUNCH 17

MOMENT CONNECTION EXTEND NO HAUNCH

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A moment connection refers to a structural connection between two members that allows for the transfer of bending moments, which are rotational forces applied to a structural element. In a moment connection, the members are joined together in such a way that they can transfer moments without significant rotation or deformation. The term “extend no

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HSB Haunched Extended End Plate Connection 18

HSB Haunched Extended End Plate Connection

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The HSB Haunched Extended End Plate (HEEP) connection is a type of structural steel connection commonly used in the design of steel frames, such as in buildings and bridges. It is specifically designed to transfer loads between beams and columns, providing stability and strength to the overall structure. The HEEP connection consists of several main

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CHECK OF HINGED BASE CONNECTIONS BUILT-UP OR ROLLED SECTIONS THE CROSS SECTION IS FULLY EFFECTIVE ACCORDING TO E.C.P. 2001 20

CHECK OF HINGED BASE CONNECTIONS BUILT-UP OR ROLLED SECTIONS THE CROSS SECTION IS FULLY EFFECTIVE ACCORDING TO E.C.P. 2001

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To check the hinged base connections of built-up or rolled sections where the cross-section is fully effective, you need to follow the relevant design provisions specified in the E.C.P. 2001 (Eurocode for steel structures). Here are the general steps involved in checking such connections:

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