Architecture & Structural Engineering

BCP SP 2007

Analysis settings that vary depending on the BCP SP 2007 are explained in detail.

:check_mark:

Download ideCAD for Seismic Code Design with BCP SP-2007

Get Started for FREE Structural Engineering Software

BCP SP 2007 Options Tab

image-20231114-121513.png

Specifications

Structural system type per BCP SP-2007

image-20231114-122126.png

The type of structural system for X and Y direction is selected in accordance with the design of the building.

Response modification coefficient per BCP SP-2007

image-20231114-122139.png

It is the response modification coefficient value. This row is automatically refreshed when the structural system type is chosen.

Overstrength factor per BCP SP-2007

image-20231114-062108.png

It is the strength excess coefficient value. This row is automatically refreshed when the structural system type is chosen.

Redundancy factor per BCP SP-2007

image-20231114-062134.png

It is the redundancy factor value. This row is automatically refreshed when the structural system type is chosen.

ELF Ct parameter per BCP SP-2007

image-20231114-062144.png

It is the ELF Ct parameter. This row is automatically refreshed when the structural system type is chosen.

Accidental eccentricity ratio per BCP SP-2007

image-20231114-062945.png

The eccentricity ratio to be used during the analysis is given as a percentage.

Use custom vertical seismic load factor per BCP SP-2007

image-20231114-063055.png

If checked, the custom vertical seismic load factor which entered in "factor to use (instead of 0.2 SDS)" line is used.

Structural system per BCP SP-2007

image-20231114-063742.png

If the building block consists of only concrete elements, Concrete; if it consists of only steel elements, Steel; Steel + Concrete option is selected if it consists of concrete and steel elements.

Building Risk Category per BCP SP-2007

image-20231114-122222.png

Building risk category value is selected from the list according to the purpose of use of the building.

Story drift check per BCP SP-2007

image-20231114-064004.png

Allowable story drift value is entered.

Response Spectrum Tab

image-20231122-095050.png

Specifications

Spectrum curve per BCP SP-2007

image-20231122-095033.png

 

The spectrum curve resulting from the settings is shown.

Function name

image-20231121-125417.png

The name of the spectrum function.

Spectrum multiplier

image-20231121-125428.png

Factor of spectrum function.

Soil profile type

image-20231121-132708.png

Soil profile type is selected for the response spectrum.

Seismic zone factor

image-20231121-132718.png

Seismic zone factor value is entered for the response spectrum.

Seismic source type

image-20231121-132729.png

Seismic source type is selected for the response spectrum.

Distance to source [km]

image-20231121-132738.png

Distance to source value is entered for the response spectrum.

User defined values

image-20231121-132759.png

If this option is selected, parameters such as Ca, Cv, Na and Nv become active.

Ca/Cv

image-20231122-095115.png

Seismic coefficient value is entered for the response spectrum.

Na

image-20231121-132825.png

Near source factor use in the detemination of Ca for the response spectrum.

Nv

image-20231121-132834.png

Near source factor use in the detemination of Cv for the response spectrum.


:check_mark:

Download ideCAD for Seismic Code Design with BCP SP-2007

Get Started for FREE Structural Engineering Software

Next Topic

Story Parameters

Related Topics