In light-frame construction bearing or nonbearing walls, shear strength of concrete anchors less than or equal to 1 inch [25 mm] in diameter attaching sill plate or track to foundation or foundation stem wall need not satisfy 220.127.116.11.3(a) through (c) when the design strength of the anchors is determined in accordance with 18.104.22.168(c).
City of Long Beach Information Department of Information Bulletin BU-004 Design Limitation for Wood Shear Walls edges and not less than 1/4 inch (6.4 mm) from the edge of the connecting members for shears of 350 pounds per foot (5.11kN/m) or less. Wood structural panel shear walls fastened with staples shall not be used to resist seismic
His building is going to need to be designed by a registered professional engineer in order to meet code requirements. As far as movement, steel roofing and siding has shear values nearly equal to those of 7/16 osb or ½ plywood. Imagine the steel as being very thin, very strong plywood.
SECTION 03460 PRECAST CONCRETE BUILDINGSPrecast Buildings, Revision December 21/15Hy Page 3 of 3 -Grade Precast Concrete 2411 First Street Louth, St.Catharines, ON 905.684.8568 SECTION 03460 PRECAST CONCRETE BUILDINGS 2.5 LOUVERS SPECIFIERS CHOICE - Only include this item if required for specific project.1 The building shall be equipped with two 16 x 8 louvers
WOOD FRAME PROVISIONSGRADE SEE NOTE #1 NAT. GRADE NAT. GRADE 2X ROOF RAFTERS (SEE PAGE 2) 15/32" CDX PLY 2x4 @ 4" O.C. 3-10d NAILS INTERIOR SHEAR WALL AT ATTIC GABLE SUPPORT. NOTES:1.BRACED WALL LINES AT EXTERIOR WALLS SHALL HAVE A 7" o.c. at panel edges, including top and bottom plates. When Method GB panels are applied to only one face of a braced wall
grain is possible, shear wall strength values may use a 18% reduction like hem fir. Older buildings are more likely to have close grain from old growth trees. Wood Structural Panel Common Nail Size Nail Spacing at Panel Edges Allowable Shears, lbs./ft. Based on Lumber Species Panel Grade Thickness Douglas fir-larch Hem-Fir Redwood Open Grain
pole barn bracing Archives - Hansen BuildingsSteel roofing should be 3 width, minimum 29 gauge, with high ribs every 9, attached to 2x purlins on edge spaced no more than 28 o.c. Roofing should attach to purlins with #12 x 1-1/2 diaphragm screws at 9 o.c. at each purlin. At eave and top edges of panels place screws on each side of every high rib.Structural Steel - SkanskaA. Structural Steel Shapes ASTM A992 or ASTM A572 Grade 50. B. All Other Carbon Steel ASTM A36, unless indicated otherwise. C. Intermediate Tensile Strength Steel Plates, Shapes and Bars ASTM A283, Grade C. D. Checkered Plate ASTM A283 and flat