Girts - Economical Product Selection

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Project Information

Designer:

Revision:

Project:

Reference:

Entry Type

Modify

Modify Calculation Method and Unit of Measurement

Calculation method:

Unit of measurement:

Calculation method: Wind Loads Calculated According to Article 4.1.7 of the NBC 2015 and Figure 4.1.7.6.-B.

Unit of measurement: International System

Wind Loads Calculated According to Article 4.1.7 of the NBC 2015 and Figure 4.1.7.6.-B.

External pressure formula:

p = I_w q C_e C_t C_g C_p

Internal pressure formula:

p_i = I_w q C_ei C_t C_gi C_pi

Reference velocity pressure, q (kPa):

Building importance category:

Reference height of the element, h (m):

Height of the building, H (m):

Surrounding terrain:

Topographic coefficient, C_t:

Internal pressure coefficients, C_pi:

Internal gust effect factor, C_gi:

Figure 4.1.7.6.-B. wind zone:

(e)(w)

Note:

The calculation of C_ei considers a reference height h equal to H/2.

Design Criteria

Material selection:

C sectionZ section

Section nomenclature:

New Former

Span, L (m):

Tributary width, Lt (m):

Unsupported length (M_f^-), Lu:

Lateral supports no.

Center/center (m)

Deflection criteria, L/X:

Minimum thickness for steel design, t (mm):

Minimum section depth, d (mm):

Maximum section depth, d (mm):

Details[+]

Impose a section:

(Metric nom. / Imperial nom. / Max. utilisation)

Girts - Economical Product Selection

Project Information

Entry Type

Modify Calculation Method and Unit of Measurement

Wind Loads Calculated According to Article 4.1.7 of the NBC 2015 and Figure 4.1.7.6.-B.

Design Criteria

NOTES:

WARNING:

Girts - Economical Product Selection

Project Information

Entry Type

Modify Calculation Method and Unit of Measurement

Wind Loads Calculated According to Article 4.1.7 of the NBC 2015 and Figure 4.1.7.6.-B.

Design Criteria

Engineering Web Tools

Joist Tools

Girders Tools

Deck Tools

Girt Tools

NOTES:

WARNING: