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Page 179
... effective thickness t in the corresponding direction and shall not exceed the value computed by 4 ≤ 5 ( 4 - 2/4 ) ... Effective height of walls . Where a wall is laterally supported top and bottom , its effective height shall be taken as ...
... effective thickness t in the corresponding direction and shall not exceed the value computed by 4 ≤ 5 ( 4 - 2/4 ) ... Effective height of walls . Where a wall is laterally supported top and bottom , its effective height shall be taken as ...
Page 353
... effectively bonded together . 2. Width of slab effective as a T - beam flange shall not exceed one fourth the span length of the beam , and the effective overhanging slab width on each side of the web shall not exceed : A. Eight times ...
... effectively bonded together . 2. Width of slab effective as a T - beam flange shall not exceed one fourth the span length of the beam , and the effective overhanging slab width on each side of the web shall not exceed : A. Eight times ...
Page 495
... effective area Same as base metal ( Continued ) REQUIRED WELD STRENGTH LEVEL2 3 " Matching " weld metal must be used ... effective area 3. Tension or compression parallel to the axis of the weld 4. Shear on the effective area 5 ...
... effective area Same as base metal ( Continued ) REQUIRED WELD STRENGTH LEVEL2 3 " Matching " weld metal must be used ... effective area 3. Tension or compression parallel to the axis of the weld 4. Shear on the effective area 5 ...
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