Uniform Building CodeInternational Conference of Building Officials, 1982 - Building laws |
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Page 211
... horizontal forces not exceeding those set forth in Table No. 25 - P . The fiberboard sheathing , 4 feet by 8 feet , shall be applied vertically to wood studs not less than 2 - inch nominal in thickness spaced 16 inches on center ...
... horizontal forces not exceeding those set forth in Table No. 25 - P . The fiberboard sheathing , 4 feet by 8 feet , shall be applied vertically to wood studs not less than 2 - inch nominal in thickness spaced 16 inches on center ...
Page 385
... horizontal section for shear in plane of wall shall not be taken greater than 10Vf ' hd . 4. For design for horizontal shear forces in plane of wall , d shall be taken equal to 0.8 1. A larger value of d , equal to the distance from ...
... horizontal section for shear in plane of wall shall not be taken greater than 10Vf ' hd . 4. For design for horizontal shear forces in plane of wall , d shall be taken equal to 0.8 1. A larger value of d , equal to the distance from ...
Page 554
... horizontal . The slope of other ramps shall not be steeper than 1 vertical to 8 horizontal . When provided with fixed seating , the main floor of the assembly room of a Group A , Division 1 , Division 2 , 2.1 or 3 Occupancy may have a ...
... horizontal . The slope of other ramps shall not be steeper than 1 vertical to 8 horizontal . When provided with fixed seating , the main floor of the assembly room of a Group A , Division 1 , Division 2 , 2.1 or 3 Occupancy may have a ...
Contents
0000228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved assembly bars beam bending bolts building official building or structure ceiling Chapter column compression members compressive strength computed concrete dead load Decking diameter distance doors edge exceed exit exterior walls Extreme Fiber factor fire fire-resistive construction flange flexural members foot Formula framing gauge girders grade Group grout gypsum height installed joints joists laminations length less live load located lumber masonry materials maximum minimum modulus of elasticity nails noncombustible occupant load openings panel percent permitted perpendicular plastic plate plywood portland cement pounds per square prestressing protected psi psi ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress sheathing slab space span specified in Section splices square feet square inch stairway steel studs surface Table tensile tensile stress tension tests thickness Type U.B.C. Standard values vertical welds width wire wood wood shingles yield strength