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INTRODUCTION The Steel Framing Industry Association (SFIA) was formed with the objective of assisting companies having interests in the cold-formed steel framing industry to be more successful by unifying the industry to expand the market for the use of cold formed steel systems through: (a) Quality Assurance (b) Promotion (c) Advocacy (d) Education (e) Innovation The SFIA developed this Industry leading product technical guide to comply with the latest building codes and standards. The data in this catalog based on the American Iron and Steel Institure s AISI S00- North American Specification for the Design of Cold-Formed Steel Structural Members and meets the requirments of the IBC 05 Building Code. While building codes vary by jurisdiction, this program follows the most recent international standards published by the International Code Council; the most widely recognized building code authority in North America. Material Specification Products manufactured by SFIA members are formed from steel with a minimum yield stress of 33 or 50 kips per square inch (ksi). Unless noted otherwise, all products covered in this SFIA catalog are engineered to meet the 0 edition of the American Iron and Steel Institute (AISI) S00-, North American Specification of the Design of Cold-Formed Steel Structural Members and other AISI standards referenced in section 0 of the 05 International Building Code (IBC- 0). The structural properties in this SFIA catalog have been computed based on allowable stress design (ASD) which includes distortional buckling considerations for all Stud Sections. For fastener tables, screw sizes and head diameters do not refer to specific fasteners which may or may not be available from SFIA member companies. Shear and tension data for screws was developed using published manufacturer data and evaluation reports available at the time of publications. Disclaimer A concerted effort has been made to ensure the accuracy of the technical data represented in this catalog. The Steel Framing Industry Association makes no representation, warranty, or guarantee in connection with this technical data and expressly disclaims any liability or responsibility for failure resulting from the use or misapplication of computations, detail drawings and specifications contained herein. All data, specifications and details contained in this catalog publications are intended as a general guide for using SFIA member companies products. These products should not be used in design or construction without an independent evaluation by a qualified engineer or architect to verify the suitability of a particular product for use in a specific application. This publication containes the latest information available at the time of printing. The SFIA and its member companies reserve the right to make modifications and/or change materials of any of their products without prior notice or obligation. For the latest information regarding a particular manufacturer s products contact that manufacturer. All SFIA manufacturers may not produce all of the products listed in this catalog. Please contact 4
Table Of Contents Table of Contents 5 General Product Information 8 Product Identification 8 Thickness Steel Components 9 Design Stiffening Lip Length 9 General Notes for all Tables 9 Definitions of Structural Property Symbols 9 Section Properties 0 Section Properties Table Notes 0 Non-Structural (S) Stud Section Properties 0 Structural (S) Stud Section Properties 0 Structural (T) Track Section Properties 3 Thickness Steel Components 5 Web Depth to Thickness Ratios 5 Wall Height Tables 6 Interior Non-Structural Non-Composite 6 Limiting Wall Heights Curtain Wall Single-Span Table Notes 9 Limiting Wall Heights Curtain Wall Single-Span 0 Limiting Wall Heights Curtain Wall Double-Span Table Notes 5 Limiting Wall Heights Curtain Wall Double-Span 5 Combined Axial and Lateral Load Tables 3 Combined Axial and Lateral Load Table Notes 3 Floor Joist Span Tables 48 Allowable Floor Joist Span Table Notes 48 Allowable Floor Joist Spans 48 Header Load Tables 56 Header Load Table Notes 56 Header Allowable Uniform Loads 56 Web Crippling Load Tables 59 Web Crippling Load Table Notes 59 Web Crippling Conditions 59 Allowable Web Crippling Loads Single Members 60 Allowable Web Crippling Loads Back-to-Back Members 60 Ceiling Span Tables 6 Ceiling Span Table Notes 6 Allowable ceiling Spans Deflection Limit L/360 6 Allowable ceiling Spans Deflection Limit L/40 6 Allowable ceiling Spans Deflection Limit L/0 63 Channel Properties 64 U-Channel Section Properties 64 U-Channel Allowable Ceiling Spans 64 (Hat) Furring (F) Channel Section Properties 65 (Hat) Furring (F) Channel Allowable Ceiling Spans 66 Fasteners (Screws and Welds) 67 Allowable Loads for Screw Connections 67 Allowable Loads for Fillet Welds and Flare Groove Welds 67 Typical Details 68 Joist Bridging 68 Strapping Lateral Bracing 69 5
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General Product Information The Steel Framing Industry Association (SFIA) supports the industry standard nomenclature published in the American Iron and Steel Institures s (AISI) General Provisions, S00, The AISI S00 states in Section A5. that.. structural members and non-structud al members shall use a four-part product designator that identifies the size (both web depth and flange width), style, and thickness. An example of this designator is shown below: NOTE: For Structural members 54 mil (6 gauge) and thicker, that have both 33 and 50 ksi yield strength options shown, the designer shall identify which yield strength he has specified and the manufacturer shall label the product with the yield strength. 8
General Product Information Thickness Table Design Stiffening Lip Length Designation Minimum Design Design Thickness Thickness Thickness Inside Corner Reference (Mils) (in) (in) Radii (in) Gauge No. Section Flange Width Design Stiffening Lip Length (in) 8 0.08 0.09 0.084 5 S5 /4" 0.88 7 0.07 0.08 0.080 S37 3/8" 0.375 30 0.030 0.03 0.078 0-Drywall S6 5/8" 0.500 33 0.033 0.035 0.076 0-Structural S00 " 0.65 43 0.043 0.045 0.07 8 S50 /" 0.65 54 0.054 0.057 0.085 6 S300 3" 0.65 68 0.068 0.07 0.07 4 S350 3 /".000 97 0.097 0.0 0.53 8 0.8 0.4 0.86 0 Minimum Thickness represents 95% of the design thickness and is the minimum acceptable thickness delivered to the jobsite based on section A.4 of the AISI S00-07 with S-0 Supplement. The tables in this catalog are calculated based on inside corner radii listed in this table. General Notes for all Tables. Where AISI S00-07 with S-0 Supplement is referenced, it is the "North American Specification for the Design of Cold-Formed Steel Structural Members", 007 Edition with 00 Supplement, with US provisions.. The strength increase from cold work of forming has been incorporated for flexural strength per section A7. of AISI S00-07 with S-0. 3. The effective moment of inertia for deflection is calculated at a stress which results in a section modulus such that the stress times the section modulus at that stress is equal to the allowable moment. AISI S00-07 with S-0 Specification Procedure for serviceability determination has been used. Increases in the effective moment of Inertia (I xe ) may be possible at lower stress levels. Any modified values would be required to be calculated by a qualified engineer. 4. Various sections may be manufactured with yield points of 33 or 50 ksi. The yield point used for calculations are listed in the tables. 5. For sections available in both 33 and 50 ksi, the specifier must be clearly indicate which yield point is required. For ex. 36S6-68 (50ksi). 6. When provided, factory punchouts will be located along the centerline of the webs of the members and will have a minimum center-to-center spacing of 4 inches. Punchouts for members greater that.5 inches deep are a maximum of.5 inches wide x 4 inches long. Members with depths.5 inches and smaller are maximum of 3/4 inches wide x 4 inches long. Ix: Sx: Rx: Iy: Ry: Moment of inertia of gross section about the X-X axis (strong axis). Section modulus about the X-X axis (strong axis). Radius of gyration of the gross section about the X-X axis. Moment of inertia of gross section about the Y-Y axis (weak axis). Radius of gyration of the gross section about the Y-Y axis. Definitations of Structural Property Symbols Gross Properties Effective Properties Ixe: Effective moment of inertia about the X-axis. Sxe: Effective section modulus about the X-X axis (strong axis) stress = Fy. Ma: Allowable Bending Moment - Based on the effective section modulus and the allowable stress including the strength increase from the cold-work of forming (section A7.) where applicable. Mad: Allowable Bending Moment - Based on Distortional Bucking Strength calculated per AISI section C3..4 Vag: Allowable strong axis shear away from punchout, calculated in accordance with AISI section C3... Vanet: Allowable strong axis shear at punchout, calculated in accordance with AISI section C3... J: St. Venant Torsional Constant. Cw: Torsional warping constant. m: Distance from shear center to mid-plane of web. Xo: Distance from the shear center to the centroid along the principal X-axis. Ro: Polar radius of gyration about the centroidal principal axis. b: -(Xo/Ro) Lu: The longest weak axis (Ly) and torsional (Lt) unbraced length at which lateral torsional buckling is restrained in accordance with AISI C3... Torsional and Other Properties 9
Section Properties Section Properties Table Notes. Calculated properties are based on AISI S00-07 with S-0 Supplement, North American Specification for Design of Cold-Formed Steel Structural Members.. The centerline bend radius is based on inside corner radii shown in thickness chart. 3. Effective properties incorporate the strength increase from the cold work of forming as applicable per AISI A7.. 4. Tabulated gross properties are based on full-unreduced cross section of the studs, away from punchouts. 5. For deflection calculations, use the effective moment of inertia. 6. Allowable moment includes cold-work of forming. 7. For the steels that have both 33 and 50 ksi listing, if the design is based on 50 ksi, the 50 ksi steel needs to be specified. (ex. 3.65 S37 6-50 (50 ksi)) 8. Web depth for track sections is equal to the nominal height plus times the design thickness plus the bend radius. Hems on non-structural rack sections are ignored. Non-Structural (S) Stud Section Properties Gross Properties Effective Properties Torsional Properties Design Thickness F y Area Weight I x S x R x I y R y I x S x M a M ad Va g Va net Jx000 C w X o m R o Member (in) (ksi) (in ) (lb/ft) (in 4 ) (in 3 ) (in) (in 4 ) (in) (in 4 ) (in 3 ) (in-k) (in-k) (lb) (lb) (in 4 ) (in 6 ) (in) (in) (in) β L u (in) 6S5-8 0.09 33 0.080 0.7 0.038 0.046 0.686 0.06 0.447 0.034 0.03 0.6 0.65 30 00 0.009 0.009 -.09 0.594.35 0.388 9.0 6S5-7 0.08 33 0.0 0.4 0.056 0.069 0.68 0.03 0.443 0.055 0.053.05.4 494 06 0.03 0.03 -.08 0.587.303 0.390 9. 6S5-30 0.03 33 0.3 0.45 0.06 0.075 0.68 0.06 0.44 0.060 0.060.9.30 543 06 0.043 0.04 -.04 0.585.99 0.390 9. 6S5-33 0.035 33 0.45 0.49 0.067 0.083 0.679 0.08 0.440 0.066 0.069.37.48 60 05 0.058 0.06 -.00 0.583.94 0.39 9.3 50S5-8 0.09 33 0.097 0.33 0.099 0.079.04 0.09 0.439 0.089 0.060.8.03 58 96 0.0 0.03-0.904 0.543.48 0.599 9.0 50S5-7 0.08 33 0.44 0.49 0.47 0.8.009 0.07 0.434 0.45 0.098.93.83 685 344 0.039 0.034-0.893 0.537.46 0.60 8.9 50S5-30 0.03 33 0.59 0.54 0.6 0.9.008 0.030 0.433 0.59 0.0.8.09 83 378 0.05 0.037-0.890 0.535.43 0.603 8.9 50S5-33 0.035 33 0.76 0.60 0.78 0.4.007 0.033 0.43 0.75 0.6.48.4 975 399 0.070 0.040-0.886 0.53.409 0.604 8.9 350S5-8 0.09 33 0.5 0.39 0.5 0.3.366 0.0 0.43 0.97 0.07.4.47 80 59 0.04 0.050-0.798 0.495.638 0.763 8.8 350S5-7 0.08 33 0.73 0.59 0.30 0.83.36 0.030 0.49 0.33 0.30.57.65 64 359 0.046 0.073-0.788 0.489.67 0.766 8.7 350S5-30 0.03 33 0.90 0.65 0.35 0.0.360 0.033 0.47 0.346 0.50.97 3.05 84 436 0.06 0.079-0.784 0.488.64 0.767 8.6 350S5-33 0.035 33 0.0 0.7 0.388 0..358 0.036 0.46 0.38 0.75 3.46 3.53 04 487 0.084 0.087-0.78 0.485.6 0.768 8.6 36S5-8 0.09 33 0.8 0.40 0.34 0.9.409 0.0 0.4 0.5 0.075.48.5 73 63 0.04 0.054-0.786 0.490.667 0.778 8.8 36S5-7 0.08 33 0.76 0.60 0.347 0.9.404 0.03 0.46 0.340 0.35.67.76 59 370 0.047 0.079-0.776 0.484.657 0.78 8.6 36S5-30 0.03 33 0.94 0.66 0.38 0.0.40 0.033 0.45 0.375 0.56 3.09 3.7 794 449 0.063 0.086-0.773 0.48.654 0.78 8.6 36S5-33 0.035 33 0.5 0.73 0.4 0.3.40 0.037 0.43 0.45 0.8 3.60 3.68 04 5 0.086 0.094-0.770 0.480.65 0.783 8.5 400S5-8 0.09 33 0.5 0.4 0.94 0.47.536 0.0 0.45 0.73 0.083.64.69 56 56 0.05 0.068-0.755 0.475.76 0.86 8.7 400S5-7 0.08 33 0.87 0.64 0.438 0.9.53 0.03 0.40 0.48 0.5.98 3.07 533 398 0.050 0.098-0.745 0.469.75 0.89 8.5 400S5-30 0.03 33 0.06 0.70 0.48 0.40.59 0.034 0.409 0.473 0.74 3.44 3.54 75 484 0.067 0.08-0.74 0.467.748 0.80 8.5 400S5-33 0.035 33 0.8 0.77 0.53 0.65.57 0.038 0.407 0.53 0.03 4.0 4. 976 595 0.09 0.8-0.738 0.465.745 0.8 8.4 600S5-8 0.09 33 0.6 0.55 0.779 0.60.90 0.04 0.38 0.648 0.45.86.48 0 0 0.09 0.7-0.63 0.408.308 0.97 8.0 600S5-7 0.08 33 0.43 0.83.6 0.387.84 0.035 0.378.097 0.7 5.35 4.64 349 349 0.065 0.5-0.64 0.403.300 0.99 7.7 600S5-30 0.03 33 0.68 0.9.76 0.45.8 0.038 0.376.9 0.35 6. 5.40 468 468 0.087 0.74-0.6 0.40.97 0.99 7.7 600S5-33 0.035 33 0.97.0.40 0.470.80 0.04 0.375.36 0.370 7.3 6.3 638 638 0.8 0.300-0.608 0.399.94 0.930 7.6 Structural (S) Stud Section Properties 50S6-33 0.035 33 0.3 0.76 0.35 0.88.07 0.087 0.64 0.35 0.80 3.55 3.56 975 399 0.089 0.46 -.470 0.859.898 0.40 44. 50S6-43 0.045 33 0.89 0.98 0.30 0.4.0 0. 0.60 0.30 0.40 5. 5.5 65 394 0.96 0.84 -.457 0.85.885 0.40 4. 50S6-54 0.057 33 0.358. 0.370 0.96.06 0.35 0.63 0.370 0.96 6.57 6.57 553 373 0.383 0.3 -.443 0.845.868 0.404 4.8 50S6-54 0.057 50 0.358. 0.370 0.96.06 0.35 0.63 0.370 0.84 9.4 9.46 353 565 0.383 0.3 -.443 0.845.868 0.404 33.9 50S6-68 0.07 33 0.443.5 0.450 0.360.008 0.6 0.605 0.450 0.360 8. 8. 89 34 0.75 0.68 -.44 0.835.847 0.405 4.7 50S6-68 0.07 50 0.443.5 0.450 0.360.008 0.6 0.605 0.450 0.357.. 866 59 0.75 0.68 -.44 0.835.847 0.405 33.7 350S6-33 0.035 33 0.58 0.88 0.508 0.9.404 0.098 0.67 0.508 0.57 5.09 5. 04 487 0.03 0.77 -.34 0.796.06 0.573 4.7 350S6-43 0.045 33 0.334.4 0.655 0.374.400 0.5 0.6 0.654 0.357 7.05 7.3 739 63 0.7 0.350 -.3 0.789.04 0.575 4.6 350S6-54 0.057 33 0.45.4 0.805 0.460.393 0.5 0.606 0.804 0.447 8.83 9.08 53 633 0.443 0.46 -.98 0.78.998 0.578 4.7 350S6-54 0.057 50 0.45.4 0.805 0.460.393 0.5 0.606 0.804 0.46.74 3.05 337 947 0.443 0.46 -.98 0.78.998 0.578 34.5 350S6-68 0.07 33 0.55.75 0.985 0.563.383 0.84 0.597 0.985 0.55.57.83 774 59 0.87 0.54 -.80 0.77.977 0.58 39.7 350S6-68 0.07 50 0.55.75 0.985 0.563.383 0.84 0.597 0.985 0.549 6.44 6.85 403 897 0.87 0.54 -.80 0.77.977 0.58 34.5 350S6-97 0.0 33 0.7.4.3 0.755.363 0.38 0.579.3 0.739 7.7 4.9 3765 5.45 0.67 -.4 0.75.93 0.587 43.6 350S6-97 0.0 50 0.7.4.3 0.755.363 0.38 0.579.3 0.739 6.0.60 5705 775.45 0.67 -.4 0.75.93 0.587 34.7 350S00-43 0.045 33 0.379.9 0.77 0.44.46 0.4 0.768 0.77 0.40 8.09 8.36 739 63 0.57 0.687 -.748.03.383 0.46 53.7 350S00-54 0.057 33 0.47.60 0.950 0.543.40 0.74 0.76 0.950 0.530 0.48 0.73 53 633 0.503 0.838 -.733.04.367 0.464 53.8 350S00-54 0.057 50 0.47.60 0.950 0.543.40 0.74 0.76 0.950 0.470 4.07 4.87 337 947 0.503 0.838 -.733.04.367 0.464 43.5 350S00-68 0.07 33 0.586.99.67 0.667.4 0.333 0.754.67 0.655 4.59 3.8 774 59 0.993.08 -.75.04.345 0.465 54. 350S00-68 0.07 50 0.586.99.67 0.667.4 0.333 0.754.67 0.638 9. 9.68 403 897 0.993.08 -.75.04.345 0.465 43.5 350S00-97 0.0 33 0.83.77.577 0.90.393 0.440 0.736.577 0.885 0.58 7.8 3765 5.803.347 -.676 0.994.300 0.469 55.0 350S00-97 0.0 50 0.83.77.577 0.90.393 0.440 0.736.577 0.885 30.53 6.98 5705 775.803.347 -.676 0.994.300 0.469 43.9 36S6-33 0.035 33 0.6 0.89 0.55 0.304.450 0.099 0.66 0.55 0.68 5.9 5.43 04 5 0.05 0.97 -.308 0.789.048 0.59 4.6 36S6-43 0.045 33 0.340.6 0.70 0.39.445 0.7 0.6 0.70 0.37 7.34 7.6 739 676 0.30 0.376 -.97 0.78.036 0.594 4.5 36S6-54 0.057 33 0.4.44 0.873 0.48.438 0.54 0.605 0.873 0.467 9. 9.5 34 705 0.45 0.457 -.83 0.774.00 0.597 4.5 36S6-54 0.057 50 0.4.44 0.873 0.48.438 0.54 0.605 0.873 0.444 3.8 3.60 337 06 0.45 0.457 -.83 0.774.00 0.597 34.4 36S6-68 0.07 33 0.54.78.069 0.590.49 0.86 0.596.069 0.579.43.65 884 66 0.887 0.55 -.64 0.765.999 0.600 4.7 36S6-68 0.07 50 0.54.78.069 0.590.49 0.86 0.596.069 0.574 7.9 7.66 4370 004 0.887 0.55 -.64 0.765.999 0.600 34.4 36S6-97 0.0 33 0.74.46.436 0.79.408 0.4 0.577.436 0.776 8.63 5.65 39 577.496 0.73 -.6 0.745.954 0.606 43.3 36S6-97 0.0 50 0.74.46.436 0.79.408 0.4 0.577.436 0.776 7.54 3.7 5943 875.496 0.73 -.6 0.745.954 0.606 34.5 36S00-33 0.035 33 0.97.0 0.648 0.358.478 0.77 0.77 0.64 0.94 5.8 6.9 04 5 0.8 0.577 -.74.030.4 0.478 53.6 36S00-43 0.045 33 0.385.3 0.836 0.46.474 0.7 0.767 0.836 0.47 8.43 8.70 739 676 0.6 0.734 -.79.04.398 0.480 53.5 36S00-54 0.057 33 0.479.63.030 0.568.467 0.77 0.76.030 0.553 0.93.3 34 705 0.5 0.896 -.75.06.38 0.48 53.6 36S00-54 0.057 50 0.479.63.030 0.568.467 0.77 0.76.030 0.490 4.66 5.48 337 06 0.5 0.896 -.75.06.38 0.48 43.3 36S00-68 0.07 33 0.595.0.66 0.698.458 0.337 0.753.66 0.687 5.9 5.54 884 66.008.089 -.696.006.360 0.484 50.6 36S00-68 0.07 50 0.595.0.66 0.698.458 0.337 0.753.66 0.666 9.95 0.5 4370 004.008.089 -.696.006.360 0.484 43.3 36S00-97 0.0 33 0.86.8.7 0.945.440 0.446 0.735.7 0.99.60 8.66 39 577.847.44 -.658 0.986.36 0.487 54.7 36S00-97 0.0 50 0.86.8.7 0.945.440 0.446 0.735.7 0.99 3.04 8.8 5943 875.847.44 -.658 0.986.36 0.487 43.6 36S50-33 0.035 33 0.33.3 0.760 0.49.54 0.99 0.95 6.59 04 5 0.3 0.965 -..84.844 0.395 64. 36S50-43 0.045 33 0.430.46 0.980 0.54.50 0.385 0.946 0.980 0.449 8.88 9.36 739 676 0.9.30 -.99.77.830 0.396 64. 36S50-54 0.057 33 0.535.8.0 0.668.504 0.473 0.940.0 0.58.5.46 34 705 0.57.506 -.84.69.83 0.397 64.3 36S50-54 0.057 50 0.535.8.0 0.668.504 0.473 0.940.98 0.54 5.40 6.55 337 06 0.57.506 -.84.69.83 0.397 5.0 36S50-68 0.07 33 0.666.7.49 0.83.496 0.578 0.93.49 0.78 7.03 6.5 884 66.9.837 -.65.59.79 0.398 64.6 36S50-68 0.07 50 0.666.7.49 0.83.496 0.578 0.93.49 0.689 0.64.8 4370 004.9.837 -.65.59.79 0.398 5.0 36S50-97 0.0 33 0.97 3.6.08.9.479 0.773 0.93.08.03 4.9. 39 577 3.97.45 -.6.39.746 0.40 65.7 36S50-97 0.0 50 0.97 3.6.08.9.479 0.773 0.93.08.056 35.5 33.49 5943 875 3.97.45 -.6.39.746 0.40 5.5 Web-height to thickness ratio exceeds 00. Web Stiffeners are required at all support points and concentrated loads. When web height-to thickness ratio exceeds 60, or flange width-to-thickness rato exceeds 60, effective properties are not calculated (limitations in AISI section B). See Section Properties Table Notes 0
Section Properties Structural (S) Stud Section Properties Gross Properties Effective Properties Torsional Properties Member Design Thickness (in) F y (ksi) (in ) (lb/ft) (in 4 ) (in 3 ) (in) (in 4 ) (in) (in 4 ) (in 3 ) (in-k) (in-k) (lb) (lb) (in 4 ) (in 6 ) (in) (in) (in) β Area Weight I x S x R x I y R y I x S x M a M ad Va g Va net Jx000 C w X o m R o 400S6-33 0.035 33 0.75 0.94 0.69 0.346.586 0.03 0.6 0.69 0.99 5.9 6.07 976 595 0.0 0.363 -.63 0.768.8 0.644 4.3 400S6-43 0.045 33 0.357. 0.89 0.446.58 0.3 0.606 0.89 0.47 8.3 8.55 739 80 0.4 0.460 -.5 0.76.06 0.647 4. 400S6-54 0.057 33 0.443.5.098 0.549.574 0.59 0.600.098 0.56 0.39 0.85 603 944 0.473 0.560 -.38 0.754.090 0.649 4. 400S6-54 0.057 50 0.443.5.098 0.549.574 0.59 0.600.098 0.498 4.90 5.5 337 3 0.473 0.560 -.38 0.754.090 0.649 34. 400S6-68 0.07 33 0.550.87.346 0.673.564 0.9 0.59.346 0.658 3.00 3.30 35 895 0.933 0.677 -.0 0.745.069 0.653 4. 400S6-68 0.07 50 0.550.87.346 0.673.564 0.9 0.59.346 0.648 9.4 0.6 487 356 0.933 0.677 -.0 0.745.069 0.653 34.0 400S6-97 0.0 33 0.76.59.83 0.907.54 0.50 0.57.83 0.89.4 7.9 4394 797.68 0.889 -.8 0.75.06 0.660 4.6 400S6-97 0.0 50 0.76.59.83 0.907.54 0.50 0.57.83 0.89 3.65 7.5 6658 07.68 0.889 -.8 0.75.06 0.660 34. 400S00-33 0.035 33 0.30.05 0.8 0.406.69 0.83 0.769 0.804 0.39 6.49 6.90 976 595 0.4 0.697 -.688.007.46 0.530 53. 400S00-43 0.045 33 0.40.37.048 0.54.65 0.35 0.764.048 0.478 9.45 9.74 739 80 0.7 0.886 -.676.000.450 0.53 53.0 400S00-54 0.057 33 0.500.70.9 0.646.608 0.87 0.758.9 0.63.30.77 603 944 0.534.083 -.66 0.993.433 0.534 53.0 400S00-54 0.057 50 0.500.70.9 0.646.608 0.87 0.758.9 0.549 6.43 7.3 337 3 0.534.083 -.66 0.993.433 0.534 4.9 400S00-68 0.07 33 0.6..590 0.795.599 0.349 0.750.589 0.780 5.4 5.7 35 895.054.38 -.643 0.983.4 0.536 53. 400S00-68 0.07 50 0.6..590 0.795.599 0.349 0.750.589 0.75.48 3.04 487 356.054.38 -.643 0.983.4 0.536 4.9 400S00-97 0.0 33 0.864.94.56.078.580 0.463 0.73.56.064 4.73.30 4394 797.978.749 -.605 0.963.368 0.54 53.8 400S00-97 0.0 50 0.864.94.56.078.580 0.463 0.73.56.064 36.69 3.7 6658 07.978.749 -.605 0.963.368 0.54 43. 400S50-33 0.035 33 0.344.7 0.948 0.474.660 0.30 0.949 0.37.65 -.5.59.878 0.44 63.7 400S50-43 0.045 33 0.447.5.4 0.6.655 0.399 0.945.4 0.503 9.93 0.4 739 80 0.303.486 -.39.5.865 0.443 63.7 400S50-54 0.057 33 0.556.89.5 0.756.649 0.490 0.938.5 0.653.9 3.9 603 944 0.594.8 -.4.44.848 0.444 63.8 400S50-54 0.057 50 0.556.89.5 0.756.649 0.490 0.938.496 0.576 7.4 8.43 337 3 0.594.8 -.4.44.848 0.444 5.6 400S50-68 0.07 33 0.693.36.865 0.93.640 0.599 0.99.865 0.883 7.45 8.4 35 895.74.5 -.05.35.86 0.445 64.0 400S50-68 0.07 50 0.693.36.865 0.93.640 0.599 0.99.865 0.775 3.0 4.77 487 356.74.5 -.05.35.86 0.445 5.6 400S50-97 0.0 33 0.966 3.8.54.7.63 0.80 0.9.54.57 8.39 5. 4394 797 3.39.978 -.066.4.78 0.448 64.8 400S50-97 0.0 50 0.966 3.8.54.7.63 0.80 0.9.54.0 40.44 38.05 6658 07 3.39.978 -.066.4.78 0.448 5.9 600S6-33 0.035 33 0.344.7.793 0.598.8 0.6 0.58.793 0.577.4 9.47 638 638 0.37 0.86 -.07 0.677.588 0.88 4. 600S6-43 0.045 33 0.447.5.36 0.77.77 0.48 0.576.36 0.767 6.68 4.47 46 40 0.303.095 -.06 0.670.577 0.830 40.9 600S6-54 0.057 33 0.556.89.86 0.954.68 0.80 0.570.860 0.953.7 9.76 739 890 0.594.337 -.049 0.663.563 0.833 40.7 600S6-54 0.057 50 0.556.89.86 0.954.68 0.80 0.570.860 0.96 30.33 5.9 83 947 0.594.337 -.049 0.663.563 0.833 33.0 600S6-68 0.07 33 0.693.36 3.56.75.56 0.8 0.56 3.55.75 6.79 6.79 4347 339.74.66 -.03 0.655.543 0.835 40.6 600S6-68 0.07 50 0.693.36 3.56.75.56 0.8 0.56 3.55.64 39.47 35.7 5350 879.74.66 -.03 0.655.543 0.835 3.8 600S6-97 0.0 33 0.966 3.8 4.799.600.9 0.83 0.54 4.798.599 38.38 38.39 69 5 3.39.53-0.997 0.636.50 0.84 40.3 600S6-97 0.0 50 0.966 3.8 4.799.600.9 0.83 0.54 4.798.599 56.73 56.75 047 3806 3.39.53-0.997 0.636.50 0.84 3.5 600S00-33 0.035 33 0.379.9.076 0.69.340 0.09 0.743.058 0.6.8 0.77 638 638 0.5.593 -.457 0.90.855 0.740 5.6 600S00-43 0.045 33 0.49.67.683 0.894.335 0.68 0.739.683 0.873 7.4 5.39 46 40 0.334.033 -.446 0.894.844 0.74 5.4 600S00-54 0.057 33 0.63.09 3.30.07.37 0.39 0.73 3.39.06 4.07.08 739 890 0.655.493 -.43 0.887.89 0.744 5.3 600S00-54 0.057 50 0.63.09 3.30.07.37 0.39 0.73 3.39.05 30.40 7.39 83 947 0.655.493 -.43 0.887.89 0.744 4.6 600S00-68 0.07 33 0.764.60 4.0.367.36 0.400 0.73 4.0.367 30.4 9.98 4347 339.95 3.047 -.45 0.878.809 0.746 5. 600S00-68 0.07 50 0.764.60 4.0.367.36 0.400 0.73 4.0.37 43.7 39.7 5350 879.95 3.047 -.45 0.878.809 0.746 4.4 600S00-97 0.0 33.067 3.63 5.64.87.93 0.530 0.705 5.63.87 43.50 43.5 69 5 3.679 4.080 -.378 0.859.767 0.75 5. 600S00-97 0.0 50.067 3.63 5.64.87.93 0.530 0.705 5.63.87 64.54 63.70 047 3806 3.679 4.080 -.378 0.859.767 0.75 4. 600S50-43 0.045 33 0.537.83 3.083.08.396 0.458 0.93 3.083 0.98 8.4 6. 46 40 0.364 3.4 -.874.36 3.79 0.65 6.4 600S50-54 0.057 33 0.670.8 3.80.73.389 0.56 0.97 3.89.59.90.90 739 890 0.75 4.94 -.860.9 3.63 0.654 6.3 600S50-54 0.057 50 0.670.8 3.80.73.389 0.56 0.97 3.766.069 3.00 8.7 83 947 0.75 4.94 -.860.9 3.63 0.654 50.5 600S50-68 0.07 33 0.836.84 4.78.576.379 0.688 0.908 4.77.508 3.83 3.5 4347 339.46 5.45 -.84.9 3.4 0.657 6. 600S50-68 0.07 50 0.836.84 4.78.576.379 0.688 0.908 4.74.386 4.50 39.08 5350 879.46 5.45 -.84.9 3.4 0.657 50.4 600S50-97 0.0 33.69 3.98 6.498.66.358 0.93 0.889 6.497.6 48.8 48.93 69 5 4.030 6.947 -.803.00 3.099 0.66 6. 600S50-97 0.0 50.69 3.98 6.498.66.358 0.93 0.889 6.497.063 69.39 66.84 047 3806 4.030 6.947 -.803.00 3.099 0.66 50. 800S6-33 0.035 33 0.43.4 3.583 0.896.944 0.5 0.550 3.385 0.70 4.03.6 474 474 0.65.630-0.936 0.607 3.38 0.9 40. 800S6-43 0.045 33 0.537.83 4.635.59.938 0.60 0.546 4.500.09 0.4 8.34 05 05 0.364.076-0.96 0.60 3.8 0.9 39.8 800S6-54 0.057 33 0.670.8 5.737.434.97 0.94 0.539 5.70.334 6.36 4.99 09 09 0.75.539-0.94 0.594 3.4 0.94 39.6 800S6-54 0.057 50 0.670.8 5.737.434.97 0.94 0.539 5.600.9 36.79 3.83 09 09 0.75.539-0.94 0.594 3.4 0.94 3. 800S6-68 0.07 33 0.836.84 7.09.773.93 0.35 0.530 7.090.737 34.33 33.86 4 3367.46 3.093-0.899 0.586 3.094 0.96 39.3 800S6-68 0.07 50 0.836.84 7.09.773.93 0.35 0.530 7.070.664 49.8 45.3 4 3367.46 3.093-0.899 0.586 3.094 0.96 3.9 800S6-97 0.0 33.69 3.98 9.77.49.883 0.305 0.5 9.74.49 58.8 58.9 8843 484 4.030 4.4-0.866 0.568 3.053 0.90 35. 800S6-97 0.0 50.69 3.98 9.77.49.883 0.305 0.5 9.74.49 7.7 7.98 0885 5938 4.030 4.4-0.866 0.568 3.053 0.90 3.4 800S00-33 0.035 33 0.448.5 4.097.04 3.04 0.7 0.7 4.096 0.86 6. 4.53 474 474 0.79.97 -.88 0.87 3.363 0.853 50.6 800S00-43 0.045 33 0.58.98 5.303.36 3.08 0.9 0.708 5.30.93 5.54 0.99 05 05 0.395 3.797 -.77 0.8 3.353 0.855 50.3 800S00-54 0.057 33 0.76.47 6.574.644 3.009 0.357 0.70 6.573.643 35.75 30.39 09 09 0.775 4.663 -.65 0.804 3.338 0.856 47.8 800S00-54 0.057 50 0.76.47 6.574.644 3.009 0.357 0.70 6.573.499 44.87 37.39 09 09 0.775 4.663 -.65 0.804 3.338 0.856 40.7 800S00-68 0.07 33 0.907 3.09 8.43.036.996 0.435 0.69 8.4.035 45.9 4.8 4 3367.537 5.7 -.48 0.796 3.39 0.859 47.0 800S00-68 0.07 50 0.907 3.09 8.43.036.996 0.435 0.69 8.4.964 65. 54.73 4 3367.537 5.7 -.48 0.796 3.39 0.859 38.4 800S00-97 0.0 33.7 4.3.07.80.970 0.577 0.674.04.80 65.3 65.4 8843 484 4.38 7.684 -.4 0.777 3.78 0.863 45.5 800S00-97 0.0 50.7 4.3.07.80.970 0.577 0.674.04.80 96.63 89.80 0885 5938 4.38 7.684 -.4 0.777 3.78 0.863 37. 800S50-43 0.045 33 0.67.3 6.07.504 3.097 0.500 0.893 6.05.34 5.96.07 05 05 0.45 6.374 -.675.043 3.63 0.787 6.5 800S50-54 0.057 33 0.783.66 7.467.867 3.089 0.64 0.886 7.466.7 33.8 30.08 09 09 0.836 7.850 -.66.036 3.67 0.789 6.4 800S50-54 0.057 50 0.783.66 7.467.867 3.089 0.64 0.886 7.378.55 45.66 39.4 09 09 0.836 7.850 -.66.036 3.67 0.789 49.8 800S50-68 0.07 33 0.978 3.33 9.63.36 3.077 0.75 0.877 9.6.0 48.33 43.65 4 3367.658 9.65 -.644.07 3.597 0.79 58. 800S50-68 0.07 50 0.978 3.33 9.63.36 3.077 0.75 0.877 9.4.059 6.65 53.78 4 3367.658 9.65 -.644.07 3.597 0.79 49.6 800S50-97 0.0 33.37 4.67.793 3.98 3.053.009 0.858.790 3.9 7.07 70.75 8843 484 4.73 3.09 -.607.008 3.555 0.796 56.8 800S50-97 0.0 50.37 4.67.793 3.98 3.053.009 0.858.790 3.054 0.70 93.46 0885 5938 4.73 3.09 -.607.008 3.555 0.796 46.4 000S6-43 0.045 33 0.67.3 8.08.606 3.577 0.68 0.58 7.53.30 5.74.50 836 836 0.45 3.430-0.83 0.545 3.707 0.95 38.8 000S6-54 0.057 33 0.783.66 9.954.99 3.566 0.04 0.5 9.68.7 34.0 3.3 66 66 0.836 4.98-0.8 0.538 3.693 0.95 38.5 000S6-54 0.057 50 0.783.66 9.954.99 3.566 0.04 0.5 9.39.57 47.07 40.39 66 66 0.836 4.98-0.8 0.538 3.693 0.95 3.3 000S6-68 0.07 33 0.978 3.33.330.466 3.550 0.47 0.50.57.76 44.98 4.94 3345 3345.658 5. -0.798 0.53 3.673 0.953 38. 000S6-68 0.07 50 0.978 3.33.330.466 3.550 0.47 0.50.979.55 64.5 56.39 3345 3345.658 5. -0.798 0.53 3.673 0.953 3.0 000S6-97 0.0 33.37 4.67 6.974 3.395 3.57 0.30 0.483 6.968 3.394 67.06 67.08 8843 6434 4.73 6.87-0.768 0.54 3.63 0.955 37.5 Web-height to thickness ratio exceeds 00. Web Stiffeners are required at all support points and concentrated loads. L u (in) When web height-to thickness ratio exceeds 60, or flange width-to-thickness rato exceeds 60, effective properties are not calculated (limitations in AISI section B). See Section Properties Table Notes
Section Properties Structural (S) Stud Section Properties Member Design Thickness (in) F y (ksi) Gross Properties Effective Properties Torsional Properties (in ) (lb/ft) (in 4 ) (in 3 ) (in) (in 4 ) (in) (in 4 ) (in 3 ) (in-k) (in-k) (lb) (lb) (in 4 ) (in 6 ) (in) (in) (in) β Area Weight I x S x R x I y R y I x S x M a M ad Va g Va net Jx000 C w X o m R o 000S6-97 0.0 50.37 4.67 6.974 3.395 3.57 0.30 0.483 6.968 3.70 97.90 9.6 9864 777 4.73 6.87-0.768 0.54 3.63 0.955 30.4 000S00-43 0.045 33 0.67.9 9.088.88 3.676 0.309 0.677 8.603.470 9.05 6.6 836 836 0.456 6.36 -.47 0.743 3.90 0.94 49.3 000S00-54 0.057 33 0.839.86.8.56 3.666 0.378 0.67 0.954.984 39.0 35.88 66 66 0.896 7.665 -.35 0.737 3.896 0.95 49. 000S00-54 0.057 50 0.839.86.8.56 3.666 0.378 0.67 0.770.705 5.05 46.64 66 66 0.896 7.665 -.35 0.737 3.896 0.95 39.8 000S00-68 0.07 33.050 3.57 3.999.800 3.65 0.460 0.66 3.9.607 5.5 49.09 3345 3345.779 9.40 -.0 0.79 3.877 0.97 48.8 000S00-68 0.07 50.050 3.57 3.999.800 3.65 0.460 0.66 3.666.40 7.47 64.53 3345 3345.779 9.40 -.0 0.79 3.877 0.97 39.6 000S00-97 0.0 33.474 5.0 9.343 3.869 3.6 0.60 0.643 9.337 3.867 76.4 76.44 8843 6434 5.08.679 -.088 0.7 3.836 0.90 48. 000S00-97 0.0 50.474 5.0 9.343 3.869 3.6 0.60 0.643 9.337 3.74.0 04.79 9864 777 5.08.679 -.088 0.7 3.836 0.90 39.0 000S50-43 0.045 33 0.77.44 0.05.04 3.77 0.53 0.860 0.03.67 3.95 7.68 836 836 0.486 0.48 -.58 0.965 4.55 0.867 60.7 000S50-54 0.057 33 0.896 3.05.68.536 3.76 0.653 0.854.677.77 44.99 38.04 66 66 0.957.9 -.505 0.958 4.4 0.868 60.5 000S50-54 0.057 50 0.896 3.05.68.536 3.76 0.653 0.854.66.879 56.7 49.9 66 66 0.957.9 -.505 0.958 4.4 0.868 49. 000S50-68 0.07 33. 3.8 5.756 3.5 3.749 0.799 0.844 5.75 3.08 65.93 55.64 3345 3345.899 5.909 -.488 0.950 4. 0.870 57.3 000S50-68 0.07 50. 3.8 5.756 3.5 3.749 0.799 0.844 5.74.769 8.90 68.6 3345 3345.899 5.909 -.488 0.950 4. 0.870 48.8 000S50-97 0.0 33.576 5.36.834 4.367 3.7.073 0.85.88 4.357 98.4 9.8 8843 6434 5.433.63 -.454 0.93 4.080 0.873 55.8 000S50-97 0.0 50.576 5.36.834 4.367 3.7.073 0.85.88 4.8 40.63 0.0 9864 777 5.433.63 -.454 0.93 4.080 0.873 45.6 00S6-54 0.057 33 0.896 3.05 5.736.63 4.9 0. 0.486 4.744.09 4.68 36.40 377 377 0.957 6.340-0.73 0.493 4.8 0.97 37.5 00S6-54 0.057 50 0.896 3.05 5.736.63 4.9 0. 0.486 4.99.94 57.3 46.79 377 377 0.957 6.340-0.73 0.493 4.8 0.97 30.5 00S6-68 0.07 33. 3.8 9.56 3.54 4.74 0.55 0.477 8.956.87 55.66 50.99 77 77.899 7.739-0.79 0.485 4.6 0.97 37. 00S6-68 0.07 50. 3.8 9.56 3.54 4.74 0.55 0.477 8.39.645 79.0 66.8 77 77.899 7.739-0.79 0.485 4.6 0.97 30. 00S6-97 0.0 33.576 5.36 6.977 4.496 4.38 0.33 0.459 6.967 4.37 85.5 83.9 847 74 5.433 0.33-0.69 0.470 4.0 0.973 36.4 00S6-97 0.0 50.576 5.36 6.977 4.496 4.38 0.33 0.459 6.738 4.09.50.38 847 74 5.433 0.33-0.69 0.470 4.0 0.973 9.5 00S00-54 0.057 33 0.953 3.4 7.668.945 4.307 0.394 0.643 6.679.45 47.93 4.49 377 377.07.550 -.03 0.68 4.475 0.947 48.0 00S00-54 0.057 50 0.953 3.4 7.668.945 4.307 0.394 0.643 6.335.073 6.07 54.77 377 377.07.550 -.03 0.68 4.475 0.947 39.0 00S00-68 0.07 33.9 4.06.955 3.659 4.9 0.479 0.634.378 3.6 63.54 58.86 77 77.00 4.76 -.07 0.673 4.456 0.948 47.7 00S00-68 0.07 50.9 4.06.955 3.659 4.9 0.479 0.634 0.865.963 88.7 76.60 77 77.00 4.76 -.07 0.673 4.456 0.948 38.7 00S00-97 0.0 33.677 5.7 30.48 5.07 4.59 0.635 0.65 30.48 4.899 96.8 95.49 847 74 5.783 9.50-0.987 0.656 4.45 0.950 47.0 00S00-97 0.0 50.677 5.7 30.48 5.07 4.59 0.635 0.65 30.77 4.660 39.5 6.94 847 74 5.783 9.50-0.987 0.656 4.45 0.950 38. 00S50-54 0.057 33.009 3.43 9.687 3.8 4.47 0.683 0.83 8.83.483 49.06 45.45 377 377.078 9.505 -.378 0.89 4.699 0.94 59.5 00S50-54 0.057 50.009 3.43 9.687 3.8 4.47 0.683 0.83 8.437.49 64.34 58.4 377 377.078 9.505 -.378 0.89 4.699 0.94 48.3 00S50-68 0.07 33.63 4.30 4.49 4.08 4.403 0.836 0.83 3.964 3.496 69.08 6.98 77 77.4 4.034 -.36 0.884 4.680 0.95 59. 00S50-68 0.07 50.63 4.30 4.49 4.08 4.403 0.836 0.83 3.576 3.007 90.04 8.64 77 77.4 4.034 -.36 0.884 4.680 0.95 48. 00S50-97 0.0 33.779 6.05 34.07 5.67 4.373. 0.794 34.07 5.496 08.60 0.58 847 74 6.34 3.734 -.39 0.867 4.639 0.98 58.6 00S50-97 0.0 50.779 6.05 34.07 5.67 4.373. 0.794 33.837 5.038 50.83 35.45 847 74 6.34 3.734 -.39 0.867 4.639 0.98 47.5 400S00-54 0.057 33.066 3.63 5.96 3.709 4.936 0.406 0.67 3.768.866 56.63 48. 77 77.38 6.355-0.946 0.633 5.063 0.965 47.0 400S00-54 0.057 50.066 3.63 5.96 3.709 4.936 0.406 0.67 3.0.440 73.06 6.7 77 77.38 6.355-0.946 0.633 5.063 0.965 38. 400S00-68 0.07 33.335 4.54 3.97 4.64 4.99 0.494 0.608 30.686 3.84 75.56 67.54 365 365.6 0.083-0.93 0.65 5.043 0.966 46.7 400S00-68 0.07 50.335 4.54 3.97 4.64 4.99 0.494 0.608 9.798 3.505 04.93 87.6 365 365.6 0.083-0.93 0.65 5.043 0.966 37.9 400S00-97 0.0 33.88 6.40 44.870 6.40 4.884 0.655 0.590 44.687 5.98 6.94.94 6939 6939 6.484 7.56-0.904 0.609 5.00 0.967 45.9 400S00-97 0.0 50.88 6.40 44.870 6.40 4.884 0.655 0.590 43.69 5.580 67.08 47.07 6939 6939 6.484 7.56-0.904 0.609 5.00 0.967 37.3 400S50-54 0.057 33. 3.8 8.7 4.0 5.058 0.707 0.794 6.759.97 57.84 5. 77 77.98 7.675 -.7 0.835 5.75 0.94 58.6 400S50-54 0.057 50. 3.8 8.7 4.0 5.058 0.707 0.794 6.48.57 75.65 66.6 77 77.98 7.675 -.7 0.835 5.75 0.94 47.6 400S50-68 0.07 33.406 4.78 35.755 5.08 5.043 0.865 0.784 34.4 4.45 8.9 7.86 365 365.383 34.8 -.57 0.87 5.56 0.943 58.3 400S50-68 0.07 50.406 4.78 35.755 5.08 5.043 0.865 0.784 33.568 3.550 06.30 93.84 365 365.383 34.8 -.57 0.87 5.56 0.943 47.3 400S50-97 0.0 33.983 6.74 49.78 7. 5.0.6 0.765 49.583 6.6 30.65 0.7 6939 6939 6.835 46.50 -.5 0.8 5.5 0.945 57.6 400S50-97 0.0 50.983 6.74 49.78 7. 5.0.6 0.765 48.65 6.0 79.96 58.04 6939 6939 6.835 46.50 -.5 0.8 5.5 0.945 46.7 Web-height to thickness ratio exceeds 00. Web Stiffeners are required at all support points and concentrated loads. When web height-to thickness ratio exceeds 60, or flange width-to-thickness rato exceeds 60, effective properties are not calculated (limitations in AISI section B). L u (in) See Section Properties Table Notes
Section Properties (T) Track Section Properties Member Design Thickness (in) F y (ksi) Gross Properties Effective Properties Torsional Properties Area Weight I x S x R x I y R y I x S x M a Va g Jx000 C w X o m R o (in ) (lb/ft) (in 4 ) (in 3 ) (in) (in 4 ) (in) (in 4 ) (in 3 ) (in-k) (lb) (in 4 ) (in 6 ) (in) (in) (in) 6T5-8 0.09 33 0.078 0.6 0.04 0.048 0.733 0.03 0.4 0.030 0.05 0.50 30 0.009 0.007-0.876 0.503.5 0.479 6T5-7 0.08 33 0.7 0.40 0.063 0.07 0.735 0.00 0.40 0.05 0.044 0.87 54 0.03 0.00-0.87 0.50. 0.48 6T5-30 0.03 33 0.9 0.44 0.070 0.079 0.735 0.0 0.409 0.057 0.050.00 597 0.04 0.0-0.870 0.500.0 0.483 6T5-33 0.035 33 0.43 0.49 0.077 0.087 0.736 0.04 0.408 0.066 0.058.5 663 0.057 0.03-0.868 0.499.09 0.484 50T5-8 0.09 33 0.094 0.3 0.04 0.079.05 0.05 0.400 0.078 0.044 0.88 45 0.0 0.08-0.767 0.460.36 0.68 50T5-7 0.08 33 0.4 0.48 0.57 0.9.053 0.0 0.398 0.9 0.079.56 685 0.038 0.07-0.763 0.457.360 0.685 50T5-30 0.03 33 0.56 0.53 0.73 0.3.053 0.05 0.397 0.45 0.090.77 83 0.05 0.030-0.76 0.456.359 0.686 50T5-33 0.035 33 0.73 0.59 0.9 0.45.054 0.07 0.397 0.66 0.03.03 04 0.069 0.033-0.760 0.456.358 0.687 50T5-43 0.045 33 0.5 0.77 0.50 0.88.055 0.035 0.395 0.3 0.47.9 356 0.53 0.04-0.755 0.453.356 0.690 50T5-54 0.057 33 0.8 0.96 0.38 0.36.06 0.043 0.39 0.30 0.03 4.0 69 0.30 0.054-0.749 0.449.357 0.696 50T5-54 0.057 50 0.8 0.96 0.38 0.36.06 0.043 0.39 0.97 0.88 5.64 563 0.30 0.054-0.749 0.449.357 0.696 50T5-68 0.07 33 0.355. 0.409 0.97.07 0.054 0.389 0.409 0.8 5.56 0.60 0.069-0.740 0.444.360 0.704 50T5-68 0.07 50 0.355. 0.409 0.97.07 0.054 0.389 0.403 0.6 7.85 399 0.60 0.069-0.740 0.444.360 0.704 50T00-33 0.035 33 0.5 0.76 0.80 0..7 0.097 0.658 0.03 0.. 04 0.090 0.8 -.48 0.83.9 0.455 50T00-43 0.045 33 0.93.00 0.366 0.75.9 0.6 0.656 0.88 0.63 3. 356 0.98 0.53 -.43 0.80.98 0.457 50T00-54 0.057 33 0.367.5 0.466 0.346.7 0.57 0.654 0.396 0.8 4.5 69 0.39 0.95 -.405 0.806.97 0.46 50T00-54 0.057 50 0.367.5 0.466 0.346.7 0.57 0.654 0.37 0.09 6.5 563 0.39 0.95 -.405 0.806.97 0.46 50T00-68 0.07 33 0.46.57 0.600 0.437.39 0.96 0.65 0.548 0.34 6.4 0.783 0.5 -.396 0.800.96 0.469 50T00-68 0.07 50 0.46.57 0.600 0.437.39 0.96 0.65 0.57 0.96 8.87 399 0.783 0.5 -.396 0.800.96 0.469 36T5-8 0.09 33 0.5 0.39 0.38 0.7.437 0.07 0.380 0.89 0.064.6 67 0.04 0.04-0.665 0.43.68 0.833 36T5-7 0.08 33 0.73 0.59 0.358 0.9.438 0.05 0.378 0.30 0.35.66 569 0.046 0.06-0.66 0.4.67 0.835 36T5-30 0.03 33 0.9 0.65 0.395 0.0.438 0.07 0.378 0.339 0.5 3.0 76 0.06 0.068-0.659 0.40.67 0.836 36T5-33 0.035 33 0. 0.7 0.438 0.3.439 0.030 0.377 0.385 0.74 3.44 04 0.085 0.076-0.658 0.40.66 0.836 36T5-43 0.045 33 0.76 0.94 0.57 0.30.439 0.039 0.375 0.53 0.45 4.84 739 0.87 0.098-0.654 0.407.65 0.838 36T5-54 0.057 33 0.346.8 0.73 0.378.445 0.048 0.373 0.705 0.33 6.57 480 0.369 0.3-0.648 0.404.67 0.84 36T5-54 0.057 50 0.346.8 0.73 0.378.445 0.048 0.373 0.678 0.3 9.34 337 0.369 0.3-0.648 0.404.67 0.84 36T5-68 0.07 33 0.436.48 0.9 0.475.454 0.060 0.370 0.9 0.453 8.96 304 0.738 0.56-0.64 0.399.63 0.846 36T5-68 0.07 50 0.436.48 0.9 0.475.454 0.060 0.370 0.908 0.47.78 4703 0.738 0.56-0.64 0.399.63 0.846 36T5-97 0.0 33 0.6..344 0.675.47 0.08 0.364.343 0.675 5.5 4339.40 0.6-0.66 0.390.640 0.854 36T5-97 0.0 50 0.6..344 0.675.47 0.08 0.364.343 0.675.70 6574.40 0.6-0.66 0.390.640 0.854 36T00-33 0.035 33 0.64 0.90 0.69 0.39.533 0.0 0.645 0.464 0.90 3.76 04 0.05 0.69 -.70 0.754.09 0.63 36T00-43 0.045 33 0.343.7 0.808 0.47.534 0.4 0.643 0.650 0.70 5.34 739 0.33 0.350 -.65 0.75.090 0.633 36T00-54 0.057 33 0.43.47.04 0.536.54 0.77 0.640 0.879 0.37 7.36 480 0.460 0.44 -.59 0.748.09 0.638 36T00-54 0.057 50 0.43.47.04 0.536.54 0.77 0.640 0.83 0.345 0.34 337 0.460 0.44 -.59 0.748.09 0.638 36T00-68 0.07 33 0.543.85.308 0.675.55 0. 0.638.99 0.59 0.6 304 0.99 0.564 -.50 0.743.093 0.643 36T00-68 0.07 50 0.543.85.308 0.675.55 0. 0.638.38 0.480 4.38 4703 0.99 0.564 -.50 0.743.093 0.643 36T00-97 0.0 33 0.773.63.97 0.963.575 0.308 0.63.96 0.868 7.4 4339.666 0.85 -.3 0.73.097 0.655 36T00-97 0.0 50 0.773.63.97 0.963.575 0.308 0.63.840 0.804 4.06 6574.666 0.85 -.3 0.73.097 0.655 400T5-8 0.09 33 0. 0.4 0.98 0.45.56 0.07 0.374 0.4 0.070.39 5 0.04 0.05-0.637 0.400.77 0.864 400T5-7 0.08 33 0.84 0.63 0.449 0.7.56 0.05 0.37 0.380 0.56 3.08 55 0.049 0.078-0.633 0.398.76 0.866 400T5-30 0.03 33 0.03 0.69 0.495 0.39.563 0.08 0.37 0.47 0.76 3.49 689 0.066 0.085-0.63 0.397.76 0.866 400T5-33 0.035 33 0.5 0.76 0.549 0.65.563 0.03 0.37 0.484 0.0 3.97 940 0.090 0.095-0.630 0.396.75 0.867 400T5-43 0.045 33 0.93.00 0.76 0.344.564 0.040 0.369 0.666 0.8 5.57 739 0.98 0. -0.66 0.394.74 0.868 400T5-54 0.057 33 0.367.5 0.904 0.43.569 0.049 0.366 0.883 0.38 7.53 739 0.39 0.54-0.6 0.390.77 0.87 400T5-54 0.057 50 0.367.5 0.904 0.43.569 0.049 0.366 0.850 0.359 0.74 337 0.39 0.54-0.6 0.390.77 0.87 400T5-68 0.07 33 0.46.57.5 0.54.577 0.06 0.364.50 0.57 0. 3435 0.783 0.94-0.64 0.386.73 0.874 400T5-68 0.07 50 0.46.57.5 0.54.577 0.06 0.364.34 0.488 4.6 505 0.783 0.94-0.64 0.386.73 0.874 400T5-97 0.0 33 0.659.4.674 0.768.594 0.084 0.358.673 0.768 7.36 484.7 0.80-0.600 0.377.740 0.88 400T5-97 0.0 50 0.659.4.674 0.768.594 0.084 0.358.673 0.768 5.84 7337.7 0.80-0.600 0.377.740 0.88 400T00-33 0.035 33 0.77 0.94 0.768 0.37.666 0.3 0.639 0.58 0.0 4.34 940 0.0 0.336 -.9 0.737.67 0.678 400T00-43 0.045 33 0.360.3.00 0.48.668 0.46 0.637 0.8 0.3 6.4 739 0.44 0.436 -.4 0.734.64 0.680 400T00-54 0.057 33 0.45.54.68 0.604.675 0.8 0.635.093 0.46 8.4 739 0.483 0.55 -.7 0.730.66 0.684 400T00-54 0.057 50 0.45.54.68 0.604.675 0.8 0.635.037 0.397.88 337 0.483 0.55 -.7 0.730.66 0.684 400T00-68 0.07 33 0.569.94.67 0.76.685 0.7 0.63.486 0.59.68 3435 0.965 0.70 -.09 0.75.68 0.689 400T00-68 0.07 50 0.569.94.67 0.76.685 0.7 0.63.4 0.549 6.43 505 0.965 0.70 -.09 0.75.68 0.689 400T00-97 0.0 33 0.8.76.364.085.707 0.38 0.66.36 0.98 9.38 484.797.0 -.9 0.75.74 0.699 400T00-97 0.0 50 0.8.76.364.085.707 0.38 0.66.69 0.9 7.9 7337.797.0 -.9 0.75.74 0.699 Web-height to thickness ratio exceeds 00. Web stiffeners are required at all support points and concentrated loads. β See Section Properties Table Notes 3
Section Properties (T) Track Section Properties Member Design Thickness (in) F y (ksi) Gross Properties Effective Properties Torsional Properties (in ) (lb/ft) (in 4 ) (in 3 ) (in) (in 4 ) (in) (in 4 ) (in 3 ) (in-k) (lb) (in 4 ) (in 6 ) (in) (in) (in) β Area Weight I x S x R x I y R y I x S x M a Va g Jx000 C w X o m R o 600T5-7 0.08 33 0.4 0.8.69 0.38.04 0.08 0.340 0.958 0. 4.6 34 0.064 0.96-0.59 0.339.90 0.949 600T5-30 0.03 33 0.65 0.90.88 0.40.04 0.03 0.340.095 0.49 4.9 456 0.086 0.5-0.58 0.338.90 0.949 600T5-33 0.035 33 0.94.00.49 0.465.05 0.034 0.339.58 0.97 5.87 6 0.7 0.38-0.56 0.337.89 0.949 600T5-43 0.045 33 0.383.30.86 0.604.05 0.044 0.337.768 0.46 9. 377 0.60 0.307-0.53 0.335.89 0.950 600T5-54 0.057 33 0.480.63.345 0.757.09 0.054 0.335.99 0.666 3.5 78 0.53 0.384-0.508 0.33.9 0.95 600T5-54 0.057 50 0.480.63.345 0.757.09 0.054 0.335.4 0.59 7.74 78 0.53 0.384-0.508 0.33.9 0.95 600T5-68 0.07 33 0.605.06.970 0.95.6 0.067 0.33.969 0.96 8.09 4347.05 0.483-0.503 0.39.96 0.95 600T5-68 0.07 50 0.605.06.970 0.95.6 0.067 0.33.934 0.858 5.69 5350.05 0.483-0.503 0.39.96 0.95 600T5-97 0.0 33 0.86.93 4.8.348.9 0.09 0.37 4.8.347 30.43 7359.973 0.685-0.49 0.3.305 0.955 600T5-97 0.0 50 0.86.93 4.8.348.9 0.09 0.37 4.8.347 40.33 0885.973 0.685-0.49 0.3.305 0.955 600T00-33 0.035 33 0.346.8.93 0.63.35 0.6 0.604.54 0.333 6.59 6 0.38 0.847 -.048 0.655.645 0.843 600T00-43 0.045 33 0.45.53.494 0.80.353 0.63 0.60.076 0.565.6 377 0.305.098 -.044 0.65.644 0.844 600T00-54 0.057 33 0.565.9 3.46.05.359 0.03 0.600.760 0.759 5.00 78 0.604.38 -.038 0.649.646 0.846 600T00-54 0.057 50 0.565.9 3.46.05.359 0.03 0.600.64 0.77.48 78 0.604.38 -.038 0.649.646 0.846 600T00-68 0.07 33 0.7.4 3.99.77.368 0.54 0.597 3.696.034 0.4 4347.06.746 -.03 0.644.65 0.849 600T00-68 0.07 50 0.7.4 3.99.77.368 0.54 0.597 3.540 0.973 9. 5350.06.746 -.03 0.644.65 0.849 600T00-97 0.0 33.05 3.45 5.774.87.385 0.355 0.59 5.759.667 3.95 7359 3.499.50 -.06 0.635.659 0.854 600T00-97 0.0 50.05 3.45 5.774.87.385 0.355 0.59 5.559.568 46.95 0885 3.499.50 -.06 0.635.659 0.854 800T5-33 0.035 33 0.363.4.897 0.7.84 0.036 0.33.44 0.407 8.03 465 0.45 0.456-0.439 0.94.875 0.977 800T5-43 0.045 33 0.473.6 3.774 0.95.84 0.046 0.3 3.484 0.640.65 030 0.3 0.589-0.436 0.9.875 0.977 800T5-54 0.057 33 0.594.0 4.747.58.88 0.057 0.309 4.668 0.940 8.58 039 0.634 0.735-0.43 0.89.877 0.977 800T5-54 0.057 50 0.594.0 4.747.58.88 0.057 0.309 4.47 0.84 4.66 039 0.634 0.735-0.43 0.89.877 0.977 800T5-68 0.07 33 0.748.54 6.000.455.833 0.070 0.307 5.998.357 6.8 4087.67 0.90-0.47 0.86.88 0.978 800T5-68 0.07 50 0.748.54 6.000.455.833 0.070 0.307 5.956.6 36.40 4087.67 0.90-0.47 0.86.88 0.978 800T5-97 0.0 33.066 3.63 8.67.06.844 0.097 0.30 8.64.06 40.74 8843 3.674.96-0.47 0.79.890 0.979 800T5-97 0.0 50.066 3.63 8.67.06.844 0.097 0.30 8.64.06 6.7 0885 3.674.96-0.47 0.79.890 0.979 800T00-33 0.035 33 0.45.4 3.750 0.9 3.006 0.35 0.57.789 0.44 8.37 465 0.66.638-0.97 0.589 3.94 0.98 800T00-43 0.045 33 0.54.84 4.888.98 3.006 0.75 0.569 4.044 0.676 3.35 030 0.367.4-0.93 0.587 3.93 0.98 800T00-54 0.057 33 0.679.3 6.54.50 3.0 0.8 0.567 5.506.009 9.93 039 0.75.664-0.908 0.584 3.96 0.99 800T00-54 0.057 50 0.679.3 6.54.50 3.0 0.8 0.567 5.5 0.87 6.09 039 0.75.664-0.908 0.584 3.96 0.99 800T00-68 0.07 33 0.854.9 7.789.888 3.09 0.7 0.564 7.306.490 9.45 4087.448 3.357-0.90 0.580 3.0 0.9 800T00-68 0.07 50 0.854.9 7.789.888 3.09 0.7 0.564 7.053.30 39. 4087.448 3.357-0.90 0.580 3.0 0.9 800T00-97 0.0 33.8 4.4.5.684 3.034 0.379 0.558.77.49 49. 8843 4.00 4.79-0.889 0.57 3. 0.93 800T00-97 0.0 50.8 4.4.5.684 3.034 0.379 0.558 0.834.347 70.8 0885 4.00 4.79-0.889 0.57 3. 0.93 000T5-43 0.045 33 0.563.9 6.633.306 3.43 0.047 0.90 5.887 0.89 6.9 8 0.38 0.973-0.379 0.59 3.465 0.988 000T5-54 0.057 33 0.707.40 8.337.635 3.434 0.059 0.88 7.96.6 4.03 68 0.755. -0.376 0.56 3.467 0.988 000T5-54 0.057 50 0.707.40 8.337.635 3.434 0.059 0.88 7.480.055 3.59 68 0.755. -0.376 0.56 3.467 0.988 000T5-68 0.07 33 0.890 3.03 0.56.054 3.439 0.073 0.86 0.453.78 35.9 36.508.55-0.37 0.53 3.47 0.989 000T5-68 0.07 50 0.890 3.03 0.56.054 3.439 0.073 0.86 0.56.575 47.5 36.508.55-0.37 0.53 3.47 0.989 000T5-97 0.0 33.69 4.3 5.083.93 3.448 0.00 0.8 5.077.907 57.44 8843 4.375.3-0.363 0.47 3.478 0.989 000T5-97 0.0 50.69 4.3 5.083.93 3.448 0.00 0.8 5.077.753 8.4 9507 4.375.3-0.363 0.47 3.478 0.989 000T00-43 0.045 33 0.63.5 8.364.646 3.64 0.83 0.539 6.74 0.86 7.0 8 0.48 3.540-0.83 0.534 3.769 0.953 000T00-54 0.057 33 0.79.69 0.50.063 3.645 0.8 0.537 9.3.95 5.60 68 0.845 4.434-0.809 0.53 3.77 0.954 000T00-54 0.057 50 0.79.69 0.50.063 3.645 0.8 0.537 8.563. 33.6 68 0.845 4.434-0.809 0.53 3.77 0.954 000T00-68 0.07 33 0.997 3.39 3.96.595 3.65 0.84 0.534.553.936 38.6 36.690 5.576-0.803 0.57 3.777 0.955 000T00-68 0.07 50 0.997 3.39 3.96.595 3.65 0.84 0.534.8.684 50.4 36.690 5.576-0.803 0.57 3.777 0.955 000T00-97 0.0 33.4 4.84 9.093 3.687 3.665 0.397 0.58 9.03 3.47 67.7 8843 4.90 7.94-0.79 0.59 3.786 0.956 000T00-97 0.0 50.4 4.84 9.093 3.687 3.665 0.397 0.58 8.584 3.08 9.6 9507 4.90 7.94-0.79 0.59 3.786 0.956 00T5-54 0.057 33 0.80.79 3.34.87 4.034 0.060 0.7.97.49 9.47 354 0.876.80-0.333 0.30 4.056 0.993 00T5-54 0.057 50 0.80.79 3.34.87 4.034 0.060 0.7.463.86 38.5 354 0.876.80-0.333 0.30 4.056 0.993 00T5-68 0.07 33.033 3.5 6.834.749 4.037 0.074 0.68 6.47.06 43.60 73.750.70-0.39 0.7 4.060 0.993 00T5-68 0.07 50.033 3.5 6.834.749 4.037 0.074 0.68 5.689.934 57.90 73.750.70-0.39 0.7 4.060 0.993 00T5-97 0.0 33.47 5.0 4.090 3.899 4.045 0.0 0.64 4.078 3.690 7.9 790 5.076 3.7-0.3 0. 4.066 0.994 00T5-97 0.0 50.47 5.0 4.090 3.899 4.045 0.0 0.64 3.75 3.443 03.07 790 5.076 3.7-0.3 0. 4.066 0.994 00T00-54 0.057 33 0.905 3.08 6.470.700 4.66 0.36 0.50 4.08.58 3.6 354 0.966 6.74-0.730 0.487 4.358 0.97 00T00-54 0.057 50 0.905 3.08 6.470.700 4.66 0.36 0.50.965.350 40.4 354 0.966 6.74-0.730 0.487 4.358 0.97 00T00-68 0.07 33.40 3.88 0.799 3.396 4.7 0.94 0.508 9.8.383 47.0 73.93 8.43-0.75 0.483 4.363 0.97 00T00-68 0.07 50.40 3.88 0.799 3.396 4.7 0.94 0.508 8.09.058 6.63 73.93 8.43-0.75 0.483 4.363 0.97 00T00-97 0.0 33.65 5.53 9.86 4.86 4.84 0.40 0.50 9.806 4.98 84.93 790 5.60.945-0.74 0.476 4.37 0.973 00T00-97 0.0 50.65 5.53 9.86 4.86 4.84 0.40 0.50 8.96 3.89 4.35 790 5.60.945-0.74 0.476 4.37 0.973 400T5-54 0.057 33 0.933 3.7 9.987.85 4.68 0.06 0.56 7.78.767 34.9 60 0.997.559-0.99 0.09 4.645 0.996 400T5-54 0.057 50 0.933 3.7 9.987.85 4.68 0.06 0.56 6.4.57 45.4 60 0.997.559-0.99 0.09 4.645 0.996 400T5-68 0.07 33.75 4.00 5.08 3.538 4.63 0.076 0.54 3.556.63 5.0 3.99 3.89-0.96 0.06 4.648 0.996 400T5-68 0.07 50.75 4.00 5.08 3.538 4.63 0.076 0.54.63.93 68.65 3.99 3.89-0.96 0.06 4.648 0.996 400T5-97 0.0 33.676 5.70 36.043 5.0 4.638 0.04 0.49 35.776 4.480 88.53 676 5.778 4.444-0.89 0.0 4.653 0.996 400T5-97 0.0 50.676 5.70 36.043 5.0 4.638 0.04 0.49 34.59 4.34 3.77 676 5.778 4.444-0.89 0.0 4.653 0.996 400T00-54 0.057 33.08 3.46 4.3 3.43 4.879 0.4 0.487 0.05.868 36.9 60.087 9.50-0.665 0.449 4.948 0.98 400T00-54 0.057 50.08 3.46 4.3 3.43 4.879 0.4 0.487 8.39.589 47.57 60.087 9.50-0.665 0.449 4.948 0.98 400T00-68 0.07 33.8 4.36 30.583 4.93 4.884 0.30 0.485 7.70.83 55.93 3.73.94-0.66 0.446 4.95 0.98 400T00-68 0.07 50.8 4.36 30.583 4.93 4.884 0.30 0.485 5.745.43 7.8 3.73.94-0.66 0.446 4.95 0.98 400T00-97 0.0 33.88 6. 43.79 6.0 4.894 0.40 0.479 43.68 5.74 0.5 676 6.303 6.883-0.65 0.439 4.960 0.983 400T00-97 0.0 50.88 6. 43.79 6.0 4.894 0.40 0.479 4.756 4.559 36.49 676 6.303 6.883-0.65 0.439 4.960 0.983 Web-height to thickness ratio exceeds 00. Web stiffeners are required at all support points and concentrated loads. See Section Properties Table Notes 4
Section Properties Web Depth-to-Thickness Ratios for Stud and Joist Members, 3 Web Depth 8Mil 7Mil 30Mil 33Mil 43Mil 54Mil 68Mil 97Mil 8Mil Style (in) 0.09 0.08 0.03 0.035 0.045 0.057 0.07 0.0 0.4 6S.65 75 50 45 4 3 4 8 8 50S.500 8 73 66 50 39 30 0 5 350S 3.500 75 6 05 95 7 57 44 9 3 36S 3.65 8 0 09 98 75 59 46 3 4 400S 4.000 0 34 09 84 66 5 34 7 550S 5.500-87 69 53 7 9 7 49 39 600S 6.000-04 85 67 8 0 79 54 43 800S 8.000 - - 49 5 7 36 07 74 59 000S 0.000 - - - - 7 7 35 93 76 00S.000 - - - - - 07 63 3 9 400S 4.000 - - - - - 4 9 33 08 600S 6.000 - - - - - - 9 5 4 h/t exceeds 00 h value used for h/t calculations is the flat width of the web. For Stud members, this is the out-to-out member size, minus twice the thickness, minus twice the inside bend radius. 3 h/t values exceeding 60 are marked with a dash ( - ) Members with h/t between 00 and 60 Member h/t Member h/t 400S 8 0 000 43 7 600S 7 04 00S 54 07 800S 30 49 400S 54 4 800S 33 5 600S 68 9 5
Limiting Wall Height Tables - Non-Composite Interior Non-Structural Non-Composite Table Notes. 5 psf, 7.5 psf, and 0 psf loads have NOT been reduced for strength or deflection checks. Full lateral load is applied.. Calculated properties are based on AISI S00-07 with S-0 Supplement, North American Specification for Cold-Formed Steel Structural Members. 3. Limiting heights are based on continuous support of each flange over the full length of the stud. 4. Limiting heights are based on steel properties only (non-composite). 5. Web crippling checks are based on end-one flange loading condition using -inch end bearing. Interior Non-Structural Non-Composite Stud Member Spacing, in, oc Fy, ksi 5 psf 7.5 psf 0 psf L/0 L/40 L/360 L/0 L/40 L/360 L/0 L/40 L/360 6S5-8 33 9' 0'' 7' 7'' 6' 8'' 7' 4'' 6' 8'' 5' 0'' 6' 4'' 6' '' 5' 3'' 6 7' 0'' 6' '' 6' '' 6' 4'' 6' '' 5' 3'' 5' 6'' 5' 6'' 4' 0'' 4 6' 4'' 6' '' 5' 3'' 5' '' 5' '' 4' 7'' 4' 6'' 4' 6'' 4' '' 6S5-7 33 ' 3'' 8' '' 7' 0'' 9' 8'' 7' 0'' 6' 0'' 8' 4'' 7' '' 6' 3'' 6 0' 3'' 8' '' 7' '' 8' 4'' 7' '' 6' 3'' 7' 3'' 6' 5'' 5' 8'' 4 8' 4'' 7' '' 6' 3'' 6' 0'' 6' 3'' 5' 5'' 5' '' 5' 8'' 4' '' 6S5-30 33 ' 8'' 9' 3'' 8' '' 0' '' 8' '' 7' '' 8' '' 7' 4'' 6' 5'' 6 0' 7'' 8' 5'' 7' 4'' 8' '' 7' 4'' 6' 5'' 7' 9'' 6' 8'' 5' 0'' 4 8' '' 7' 4'' 6' 5'' 7' 3'' 6' 5'' 5' 7'' 6' 4'' 5' 0'' 5' '' 6S5-33 33 ' 0'' 9' 6'' 8' 4'' 0' 6'' 8' 4'' 7' 3'' 9' 6'' 7' 7'' 6' 7'' 6 0' '' 8' 8'' 7' 7'' 9' 6'' 7' 7'' 6' 7'' 8' 3'' 6' '' 6' 0'' 4 9' 6'' 7' 7'' 6' 7'' 7' 0'' 6' 7'' 5' 9'' 6' 9'' 6' 0'' 5' 3'' 50S5-8 33 ' 9'' 0' 6'' 9' 3'' 9' 7'' 9' 3'' 8' '' 8' 3'' 8' 3'' 7' 4'' 6 0' '' 9' 7'' 8' 4'' 8' 3'' 8' 3'' 7' 4'' 7' '' 7' '' 6' 8'' 4 8' 3'' 8' 3'' 7' 4'' 6' 9'' 6' 9'' 6' 5'' 5' '' 5' '' 5' '' 50S5-7 33 5' 7'' ' 4'' 0' 0'' ' 9'' 0' 0'' 9' 5'' ' 0'' 9' 0'' 8' 7'' 6 3' 6'' ' 3'' 9' 0'' ' 0'' 9' 0'' 8' 7'' 9' 7'' 8' '' 7' 0'' 4 ' 0'' 9' 0'' 8' 7'' 9' 0'' 8' 7'' 7' 6'' 7' 0'' 7' 0'' 6' 0'' 50S5-30 33 6' '' ' 9'' ' '' 3' 8'' ' '' 9' 9'' ' 0'' 0' '' 8' 0'' 6 4' 5'' ' 7'' 0' '' ' 0'' 0' '' 8' 0'' 0' 3'' 9' '' 8' '' 4 ' 0'' 0' '' 8' 0'' 9' 8'' 8' 0'' 7' 9'' 8' 4'' 8' '' 7' 0'' 50S5-33 33 6' 7'' 3' '' ' 6'' 4' 6'' ' 6'' 0' '' ' 8'' 0' 6'' 9' '' 6 5' '' ' 0'' 0' 6'' ' 8'' 0' 6'' 9' '' ' 0'' 9' 6'' 8' 4'' 4 ' 8'' 0' 6'' 9' '' 0' 4'' 9' '' 8' 0'' 9' 0'' 8' 4'' 7' 3'' 50S5-43 33 8' '' 4' 4'' ' 6'' 5' 0'' ' 6'' 0' '' 4' 4'' ' 5'' 9' '' 6 6' 5'' 3' 0'' ' 5'' 4' 4'' ' 5'' 9' '' 3' 0'' 0' 4'' 9' '' 4 4' 4'' ' 5'' 9' '' ' 4'' 9' '' 8' 8'' 0' 8'' 9' '' 7' '' 50S5-54 33 9' 4'' 5' 4'' 3' 5'' 6' '' 3' 5'' ' 9'' 5' 4'' ' '' 0' 8'' 6 7' 7'' 4' 0'' ' '' 5' 4'' ' '' 0' 8'' 4' 0'' ' '' 9' 8'' 4 5' 4'' ' '' 0' 8'' 3' 5'' 0' 8'' 9' 4'' ' '' 9' 8'' 8' 6'' 50S5-54 50 9' 4'' 5' 4'' 3' 5'' 6' 0'' 3' 5'' ' 8'' 5' 4'' ' '' 0' 8'' 6 7' 7'' 3' '' ' '' 5' 4'' ' '' 0' 8'' 3' '' ' '' 9' 8'' 4 5' 4'' ' '' 0' 8'' 3' 5'' 0' 8'' 9' 3'' ' '' 9' 8'' 8' 5'' 50S5-68 33 0' 7'' 6' 4'' 4' 4'' 8' 0'' 4' 4'' ' 6'' 6' 4'' 3' 0'' ' 4'' 6 8' 9'' 4' 0'' 3' 0'' 6' 4'' 3' 0'' ' 4'' 4' 0'' ' 0'' 0' 4'' 4 6' 4'' 3' 0'' ' 4'' 4' 4'' ' 4'' 9' '' 3' 0'' 0' 4'' 9' 0'' 50S5-68 50 0' 7'' 6' 4'' 4' 4'' 8' 0'' 4' 4'' ' 6'' 6' 4'' 3' 0'' ' 4'' 6 8' 9'' 4' 0'' 3' 0'' 6' 4'' 3' 0'' ' 4'' 4' 0'' ' 0'' 0' 4'' 4 6' 4'' 3' 0'' ' 4'' 4' 4'' ' 4'' 9' '' 3' 0'' 0' 4'' 9' 0'' 350S5-8 33 3' 9'' 3' 9'' ' 0'' ' 3'' ' 3'' 0' 6'' 9' 9'' 9' 9'' 9' 6'' 6 ' '' ' '' 0' '' 9' 9'' 9' 9'' 9' 6'' 7' 4'' 7' 4'' 7' 4'' 4 9' 9'' 9' 9'' 9' 6'' 6' 6'' 6' 6'' 6' 6'' 4' '' 4' '' 4' '' 350S5-7 33 8' 6'' 6' 0'' 4' 0'' 5' '' 4' 0'' ' 3'' 3' '' ' 9'' ' '' 6 6' 0'' 4' 7'' ' 9'' 3' '' ' 9'' ' '' ' 4'' ' 4'' 0' '' 4 3' '' ' 9'' ' '' 0' 8'' 0' 8'' 9' 8'' 9' 3'' 9' 3'' 8' 0'' 350S5-30 33 9' '' 6' 7'' 4' 5'' 6' 3'' 4' 5'' ' 8'' 4' '' 3' '' ' 6'' 6 7' 3'' 5' 0'' 3' '' 4' '' 3' '' ' 6'' ' '' ' '' 0' 5'' 4 4' '' 3' '' ' 6'' ' 6'' ' 6'' 0' 0'' 9' '' 9' '' 9' '' 350S5-33 33 ' 6'' 7' '' 4' '' 7' 6'' 4' '' 3' '' 5' '' 3' 7'' ' 0'' 6 8' 7'' 5' 7'' 3' 7'' 5' '' 3' 7'' ' 0'' 3' '' ' 4'' 0' 9'' 4 5' '' 3' 7'' ' 0'' ' 5'' ' 0'' 0' 4'' 0' 9'' 0' 9'' 9' 5'' 350S5-43 33 3' 6'' 8' 8'' 6' 3'' 0' 6'' 6' 3'' 4' 3'' 8' 5'' 4' 9'' ' '' 6 ' 4'' 6' '' 4' 9'' 8' 5'' 4' 9'' ' '' 6' 0'' 3' 5'' ' 9'' 4 8' 5'' 4' 9'' ' '' 5' '' ' '' ' 3'' 3' 0'' ' 9'' 0' 3'' 350S5-54 33 5' '' 0' 0'' 7' 5'' ' 0'' 7' 5'' 5' 3'' 0' 0'' 5' 0'' 3' 0'' 6 ' 0'' 8' '' 5' 0'' 0' 0'' 5' 0'' 3' 0'' 8' 0'' 4' 5'' ' 7'' 4 0' 0'' 5' 0'' 3' 0'' 7' 0'' 3' 0'' ' '' 4' 8'' ' 7'' ' 0'' 350S5-54 50 5' '' 9' '' 7' 5'' ' '' 7' 5'' 5' '' 9' '' 5' 0'' 3' 0'' 6 ' 0'' 8' '' 5' 0'' 9' '' 5' 0'' 3' 0'' 8' '' 4' 4'' ' 7'' 4 9' '' 5' 0'' 3' 0'' 7' 5'' 3' 0'' ' '' 5' 0'' ' 7'' ' 0'' 6