Uniform Building Code Standards |
From inside the book
Results 1-3 of 89
Page 204
... tension . Each species shall be tested . 2. The average ultimate load value shall be at least 3.15 times the highest allowable bending or tension stress value for normal conditions of loading . 3. Ninety - five percent of the test ...
... tension . Each species shall be tested . 2. The average ultimate load value shall be at least 3.15 times the highest allowable bending or tension stress value for normal conditions of loading . 3. Ninety - five percent of the test ...
Page 264
... TENSION LAMI- NATION3 3 Outer Inner Inner Outer Outer Tension Inner Tension Zone Inner Comp . Outer Comp . Tension Zone 4 Core 6 Zone B - 16F - V1 4 lams to < 12 in . 302-20 30 % / L2 / CR 5 The following combination is for all ...
... TENSION LAMI- NATION3 3 Outer Inner Inner Outer Outer Tension Inner Tension Zone Inner Comp . Outer Comp . Tension Zone 4 Core 6 Zone B - 16F - V1 4 lams to < 12 in . 302-20 30 % / L2 / CR 5 The following combination is for all ...
Page 382
... tension stresses set forth in Table No. 25-18 - H . No test value shall be less than twice the normal allowable stress . Dry tension wood failure requirements regardless of species shall average not less than 80 percent except tests ...
... tension stresses set forth in Table No. 25-18 - H . No test value shall be less than twice the normal allowable stress . Dry tension wood failure requirements regardless of species shall average not less than 80 percent except tests ...
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