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Page 222
... accordance with Tables No. 25 - M and No. 25 - N . D. Fiberboard sheathing 4 - foot by 8 - foot panels not less than 1⁄2 inch thick applied vertically on studs spaced not over 16 inches on center when installed in accordance with ...
... accordance with Tables No. 25 - M and No. 25 - N . D. Fiberboard sheathing 4 - foot by 8 - foot panels not less than 1⁄2 inch thick applied vertically on studs spaced not over 16 inches on center when installed in accordance with ...
Page 385
... accordance with Section 2611 ( k ) 2 through 8 . с 2. Design of horizontal section for shear in plane of wall shall be based on Formulas ( 11-1 ) and ( 11-2 ) , where shear strength V shall be in accordance with Section 2611 ( k ) 5 or ...
... accordance with Section 2611 ( k ) 2 through 8 . с 2. Design of horizontal section for shear in plane of wall shall be based on Formulas ( 11-1 ) and ( 11-2 ) , where shear strength V shall be in accordance with Section 2611 ( k ) 5 or ...
Page 440
... accordance with Section 2614 with combined flexure and axial load capacity taken as 40 percent of that computed in accordance with Section 2614 ( c ) or Section 2610 ( p ) . In Formula ( 14-1 ) , Ø shall be taken equal to 1.0 . ( h ) ...
... accordance with Section 2614 with combined flexure and axial load capacity taken as 40 percent of that computed in accordance with Section 2614 ( c ) or Section 2610 ( p ) . In Formula ( 14-1 ) , Ø shall be taken equal to 1.0 . ( h ) ...
Contents
008228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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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