Uniform Building Code |
From inside the book
Results 1-3 of 82
Page 178
... stress under beams , lintels and girders and from similar concentrated loads supported on unreinforced masonry shall not exceed the values set forth in Table No. 24 - K . K. Shear walls . ( i ) Eccentricity . In unreinforced shear walls ...
... stress under beams , lintels and girders and from similar concentrated loads supported on unreinforced masonry shall not exceed the values set forth in Table No. 24 - K . K. Shear walls . ( i ) Eccentricity . In unreinforced shear walls ...
Page 340
... shear or torsion reinforcement spacing in a direction parallel to the longitudinal reinforcement . S1 $ 2 = spacing ... stress carried by concrete . = shear stress at diagonal cracking due to all design loads , when such cracking is the ...
... shear or torsion reinforcement spacing in a direction parallel to the longitudinal reinforcement . S1 $ 2 = spacing ... stress carried by concrete . = shear stress at diagonal cracking due to all design loads , when such cracking is the ...
Page 349
... shear stress v , shall not exceed v = 4√ unless shear rein- forcement is provided . A maximum increase of 50 percent in v is permit- ted if shear reinforcement is provided in accordance with Section 2611 ( 1 ) 1 , and a maximum ...
... shear stress v , shall not exceed v = 4√ unless shear rein- forcement is provided . A maximum increase of 50 percent in v is permit- ted if shear reinforcement is provided in accordance with Section 2611 ( 1 ) 1 , and a maximum ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
86 other sections not shown
Other editions - View all
Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts building official ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height installed joints joists lath least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength