Uniform Building Code Standards |
From inside the book
Results 1-3 of 83
Page 312
... allowable load shall vary as the number of shear planes involved ; the allowable load for each shear plane shall be equal to one half the tabulated load for a piece the thickness of the member involved . Thus , when a joint consists of ...
... allowable load shall vary as the number of shear planes involved ; the allowable load for each shear plane shall be equal to one half the tabulated load for a piece the thickness of the member involved . Thus , when a joint consists of ...
Page 317
... allowable loads in lateral resistance , when driven in side grain of seasoned wood with load applied in any lateral direction , are given in Table No. 25-17 - K . These loads apply only where the depth of penetration into the member ...
... allowable loads in lateral resistance , when driven in side grain of seasoned wood with load applied in any lateral direction , are given in Table No. 25-17 - K . These loads apply only where the depth of penetration into the member ...
Page 320
International Conference of Building Officials. Allowable Loads Sec . 25.1729 . ( a ) Lateral Loads Parallel to Grain ... load acts at an angle other than zero degrees and 90 degrees with the grain , the lag screw is inserted ...
International Conference of Building Officials. Allowable Loads Sec . 25.1729 . ( a ) Lateral Loads Parallel to Grain ... load acts at an angle other than zero degrees and 90 degrees with the grain , the lag screw is inserted ...
Other editions - View all
Uniform Building Code Standards International Conference of Building Officials No preview available - 1979 |
Common terms and phrases
½ inch 16 inch accordance adhesive admixture aggregate allowable load applied ASTM average axis base metal beam bending bolt BUILDING CODE STANDARD building official butt butt joints cement combination compression compression members concrete conform connectors cross section depth determined diameter dimensions distance Douglas fir E-rated edge electrode exceed feet fillet welds flange grade groove welds holes horizontal joists knots laminations lams length less limited lumber material maximum medium minimum modulus modulus of elasticity moisture content nominal panel parallel percent permitted perpendicular piece pine pitch plate plywood portland cement pounds per square pozzolan procedure qualification ratio requirements sample shear shear stress slope of grain spacing specified splice square inch stiffeners structural stud submerged arc welding surface Table temperature tensile tensile strength tension test specimens thickness Type U.B.C. Standard Uniform Building Code values weight wide face width wire yield strength Zone