Documentation [Deprecated] SkyCiv Documentation

NDS National Design Specification for Wood Construction 2018 Edition

The National Design Specification for Wood Construction (ANSI/AWC NDS-2018) incorporates design provisions for both allowable stress design (ASD) and load and resistance factor design (LRFD). This specification is adopted in all model building codes in the United States.

Module NDS 2018 performs all cross-section resistance designs, stability analyses, and deformation analyses provided by the standard. In timber construction, the serviceability limit state represents an important design. The conservative limit deformation is present but can be modified, if necessary.

Module NDS 2018 is one of the add-on modules integrated into the S3D environment. Thus, the design-relevant input data is preset when you open the module. Also you can use standalone Design Software.

This documentation applies to NDS 2018 Edition in either ASD or LRFD provision. Learn more about SkyCiv's NDS module below, or at the design code page: NDS Wood Design.

Details

Once you have chosen either ASD or LRFD you will be presented with the Details tab as shown in the figure below. The units will be chosen automatically by program as imperial.

This is where you are able to insert project details such as:

Members

The Members tab contains all the input related to the each of the members to be designed in the module. These may contain specific parameters for each design software (hover over the tooltips for more info). These can be changed at anytime by changing the values in the cells.

Design Members

The Design Member table contains all the members, their materials, section IDs, length and their limit factors that have been automatically populated from the model. You can also delete certain members that you don't want to include in the design check.

The materials and Sections (in the lower tables) are automatically populated from the model. You can hover over the icon for more information.

• Member ID(s)

Member(s) from your model that make up the design member.

• Material ID

The Material ID of the design member from the Material Table. It can be modified.

• Section ID

The Section ID of the design member from the Section Table below.

• L (ft)

The total length of the design member.

• L_e (ft)

Effective Length for Bending (Table 3.3.3). By default, this is 2.06L as it is the most conservative value. It can be modified.

• K_y and K_z

Effective Length factors for flexural buckling about y-axis and z-axis. It is calculated automatically but it can be modified.



For your information: Column effective length factors for Euler's critical load. In practical design, it is recommended to increase the factors as shown above.



• SR_a

Slenderness ratio for Axial. The default value equals 50 it is taken from NDS 2018 (3.7.1.3). It can be modified.

• SR_b

Slenderness ratio for Bending. The default value equals 50 it is taken from NDS 2018 (3.3.3.7). It can be modified.

• Def_L

Deflection limit ratio. It can be modified.

Materials

The materials defined in S3D are preset, but you can always add the new: for that click + Add Database Material to open the material list.

According to the design concept of AWC NDS-2018 and its Supplement, the list includes only materials of the U.S. standard.

If you add the material description manually and used this material for design then you have to add this material in the S3D too.

You can hover over the icon in the View column for more information about the material properties.

Sections

This table shoves the cross-sections used for design. The cross-sections defined in S3D are present in this table.

The design is possible for the parametric round cross-section and for the standardized timber rectangular cross-section according to NDS-2018 Supplement.

Axis systems of cross-section

You can hover over the icon in the View column for more information about the cross-section properties.

Parameters

The Parameters tab contains all the input related to the each of the members to be designed in the module. The module uses these parameters for automatic calculation of Adjustment Factors. These can be changed at anytime by changing the values in the cells.

• Member ID(s)

Member(s) from the Members tab.

• Section Type

This parameter is defined automatically. It can get three values Lumber (Sawn lumber), Glulam (Structural glued laminated timber) and Round (Round timber poles and piles).

• Structure of Laminations

This parameter needs for determining the reference bending design values F_b for structural glued laminated timber. See NDS 2018 (5.2.3).

• Number of Laminations

This parameter needs for determining the reference bending design values for structural glued laminated timber. See NDS 2018 Supplement (Table 5B and Table 5D).

• Load Duration

This parameter needs for determining the adjustment factor CD(Load duration factor). See NDS 2018 (2.3.2).

• Moisture Service Conditions

The determination of moisture conditions makes it possible to assign the wet service factors C_M to each member. The moisture service conditions can be specified individually for each material according to NDS 2018 and Supplement. By default, the program assigns dry service condition.If you want to allocate different moisture conditions to specific members, use the lists.

• Temperature (°F)

The determination of temperature service conditions makes it possible to assign the temperature factors C_T to each member. The temperature conditions according to NDS 2018 (2.3.3). By default, the program assigns temperatures 50 °F.

• Incising Factor

For sawn lumber members, you can determine whether the Incising Factor Ci_i are to be applied in the calculation or not. See NDS 2018 (4.3.8)

• Repetitive Member Factor

For sawn lumber members, you can determine whether the Repetitive Factor C_r are to be applied in the calculation or not. See NDS 2018 (4.3.9)

• lb (in)

The determination of length L_b makes it possible to assign the bearing area factors C_b to each member. The length L_b according to NDS 2018 (3.10.4). By default, the program assigns length 6".

Factors

The Parameters tab contains all the input related to the each of the members to be designed in the module. The module uses these parameters for automatic calculation of Adjustment Factors. These can be changed at anytime by changing the values in the cells.

• C_D

Load Duration Factor (ASD only) in accordance NDS 2018 (2.3.2). The parameter can be defined automatically.

• C_M

Wet Service Factor in accordance NDS 2018 (4.3.3, 5.3.3, 6.3.3). The parameter can be defined automatically.

• C_t

Temperature Factor in accordance NDS 2018 (2.3.3). The parameter can be defined automatically.

• C_L

Beam Stability Factor in accordance NDS 2018 (3.3.3.8). The parameter can be defined automatically.

• C_F

Size Factor in accordance NDS 2018 (4.3.6). The parameter can be defined automatically.

• C_V

Volume Factor in accordance NDS 2018 (5.3.6). The parameter can be defined automatically.

• C_fu

Flat Use Factor in accordance NDS 2018 (4.3.7, 5.3.7). The parameter can be defined automatically.

• C_i

Incising Factor in accordance NDS 2018 (4.3.8). The parameter can be defined automatically.

• C_r

Repetitive Member Factor in accordance NDS 2018 (4.3.9). The parameter can be defined automatically.

• C_c

Curvature Factor in accordance NDS 2018 (5.3.8). At the moment the module unsupported to design the curved members.

• C_I

Stress Interaction Factor in accordance NDS 2018 (5.3.9). At the moment the module unsupported to design the tapered members.

• C_vr

Shear Reduction Factor in accordance NDS 2018 (5.3.10). The parameter is defined by user.

• C_ct

Condition Treatment Factor in accordance NDS 2018 (6.3.5). The parameter is defined by user.

• C_cs

Critical Section Factor in accordance NDS 2018 (6.3.9). The parameter is defined by user.

• C_ls

Load Sharing Factor in accordance NDS 2018 (6.3.11). The parameter is defined by user.

• C_P

Column Stability Factor in accordance NDS 2018 (3.7.1). The parameter can be defined automatically.

• C_T

Buckling Stiffness Factor in accordance NDS 2018 (4.3.11, ). The parameter can be defined automatically.

• C_b

Bearing Area Factor in accordance NDS 2018 (3.10.4). The parameter can be defined automatically.

• K_F

Format Conversion Factor (LRFD Only) in accordance NDS 2018 (2.3.5). The parameter can be defined automatically.

• φ

Resistance Factor (LRFD Only) in accordance NDS 2018 (2.3.6). The parameter can be defined automatically.

• λ

Time Effect Factor(LRFD Only) in accordance NDS 2018 (2.3.7). The parameter is defined by user.

Forces

Internal member forces are automatically imported from the structural analysis, this includes load combinations. The software will display each of the forces as per the selected load combination. The software will design check based on the worst case for each member and load combination.

By default, the module uses the worst case load combination, but you can choose one of them for design.

Results

There are three ways to review the results of your design check:

• Tabulated Results - these will highlight the members as Pass or Fail in green or red, respectively.
• Graphical Results - on the right side, the structure will display the green and red colouring of each member as well as the highest capacity ratio of all the results. For instance, if the max capacity ratio is 1.321 for Slenderness, it will display 1.321 Sl - it will display as red as the ratio is > 1. Warning ratios of > 0.95 but < 1 will display in orange, while green indicate the maximum member capacity ratio is < 1. A grey member will indicate that a design check was not performed on this member. You can also select specific design ratios, by changing the dropdown list of "Show Design Ratios for:" - this will show All Results (maximum capacity ratio) by default.
• Reporting - You can export a PDF summary report of the design checks at anytime.

Below you can see the fragments from the Design Summary Report.

Learn more about this SkyCiv Wood Design software by visiting the specific design code page for NDS Wood Design