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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 386
... horizontal shear reinforcement s2 shall not exceed 1/5 , 3h nor 18 inches . D. Ratio P of vertical shear reinforcement area to gross concrete area of horizontal section shall be not less than = Pn 0.0025 +0.5 ( 2.5 - M ) hw ( Ph ...
... horizontal shear reinforcement s2 shall not exceed 1/5 , 3h nor 18 inches . D. Ratio P of vertical shear reinforcement area to gross concrete area of horizontal section shall be not less than = Pn 0.0025 +0.5 ( 2.5 - M ) hw ( Ph ...
Contents
008228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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Common terms and phrases
accordance with Section applied approved bars beam bending bolts building official building or structure ceiling Chapter column compression members computed concrete dead load Decking diameter distance Division 1 Occupancies doors exceed exit exterior walls extreme fiber factor fire-resistive construction fire-resistive rating flange Formula framing gauge girders grade grain Group grout gypsum gypsum plaster height horizontal installed joints joists laminations length less live load located masonry materials maximum minimum modulus of elasticity nails noncombustible occupancy separation occupant load one-hour fire-resistive openings panels permitted perpendicular plastic plywood portland cement pounds per square prestressing protected ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress sheathing side slab smoke detector space span specified in Section splices square feet square inch stairway steel studs surface Table tensile stress tension tests thickness Type U.B.C. Standard units at least values vertical welds width wire wood yield strength