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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 387
... accordance with Section 2611 ( 1 ) 3 D , and shear strength V , shall be in accordance with Section 2611 ( 1 ) 3 E. с n B. Shear strength V , shall not be taken greater than 6Vƒ bod , where b is perimeter of critical section defined in ...
... accordance with Section 2611 ( 1 ) 3 D , and shear strength V , shall be in accordance with Section 2611 ( 1 ) 3 E. с n B. Shear strength V , shall not be taken greater than 6Vƒ bod , where b is perimeter of critical section defined in ...
Page 443
... section extending in a plane across the entire width and located at a distance d from face of concentrated load or reaction area . For this condition , the slab or footing shall be designed in accordance with Section 2628 ( h ) through ...
... section extending in a plane across the entire width and located at a distance d from face of concentrated load or reaction area . For this condition , the slab or footing shall be designed in accordance with Section 2628 ( h ) through ...
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