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PR-936 Load Table
®
Date Issued: November 6, 2020

PR-936 Panels Grade 33 (applies to roof application only)
®

Physical Properties: Per Foot Width - In accordance with the CSA S136-01 - Limit States Design
Gauge Thickness Weight Yield Section Moment Factored Moment Specified
(in) (lb/ft ) Stress Modulus of Inertia Resistance Crippling
2
(ksi) Bearing N = 1.5 in.
Mid Support Mid Span Mid Support End Interior
in 3 in 3 in 4 ft-lb ft-lb lb lb
26 0.0184 0.782 33 0.0163 0.0316 0.00913 40.33 78.10 101 155

Load Tables
1 Span 2 Span 3 Span
Span Notes:
Gauge Gauge Gauge 1. Properties and loads are based on Grade 33
Steel with a minimum yield stress of 33 ksi and
ft 26 26 26 a maximum yield stress under factored loads of
29.7 ksi.
B 54 96 84
2 2. Figures in Row B indicate the load capacity
D 100 237 188 based on strength. Strength capacity B should
be checked against [Specified Live Load] +
B 34 61 54
2.5 [0.833 x Specified Dead Load].
D 51 122 96 3. Figures in Row D indicate the load capacity
B 24 43 37 based on deflection of 1/180th span. For
3 allowable deflection of 1/90th of the span, values
D 30 70 56 in Row D can be doubled, but must not exceed
the value in Row B. Deflection capacity should
B 18 31 27 be checked against Specified Load(s).
3.5
D 19 44 35 4. Specified web crippling capacity should be
checked against specified load at support
B 13 24 21 location.
4
D 12 30 24 Notes to the Designer:
1. The Load Tables were developed in accordance
B 11 19 17 with CSA S136-16 - North American Specification
4.5 for the Design of Cold Formed Steel Structural
D 9 21 17 Members and S136S1-04 - Supplement 2004 to
the North American Specification for the Design
B 9 15 13 of Cold Formed Steel Structural Members.
5
D 6 15 12 2. The Load Tables were developed using Limit
States Design principles.
B 7 13 11
5.5 3. The Load Tables are based on specified
D 5 11 9 uniformly distributed loads only.
B 6 11 9
6 4. The effective moment of inertia for deflection
D 4 9 7 determination has been calculated at a specified
live load stress of 0.6Fy.
B 5 9 8
6.5 5. Specified Web Crippling loads were determined
D 3 7 5 using a bearing width of 1.5”.
B 4 8 7 6. The load tables do not consider the effect of
7 pattern loading.
D 2 6 4
7. The load tables do not account for concentrated
B 4 7 6 loads.
7.5
D 2 5 4 8. All span applications assumes all spans are
equal.
B 3 6 5
8
D 2 4 3

PRICES SUBJECT TO CHANGE WITHOUT NOTICE Sect. 2 - Pg. 7
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