Building Standards: Uniform Building Code1985 - Building laws |
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Page 373
... Shear Strength Provided by Shear Reinforcement . 1. Types of shear reinforcement . A. Shear reinforcement may consist of : ( i ) Stirrups perpendicular to axis of member . ( ii ) Welded wire fabric with wires located perpendicular to ...
... Shear Strength Provided by Shear Reinforcement . 1. Types of shear reinforcement . A. Shear reinforcement may consist of : ( i ) Stirrups perpendicular to axis of member . ( ii ) Welded wire fabric with wires located perpendicular to ...
Page 377
... Shear Friction . 1. Provisions of Section 2611 ( h ) shall be applied where it is appropriate to consider shear transfer across a given plane , such as an existing or potential crack , an interface between dissimilar materials , or an ...
... Shear Friction . 1. Provisions of Section 2611 ( h ) shall be applied where it is appropriate to consider shear transfer across a given plane , such as an existing or potential crack , an interface between dissimilar materials , or an ...
Page 447
... shear reinforcement . When ( vv ) exceeds 2 Vfe , maximum spacing given by this subsection shall be reduced by one half . 5. Minimum shear reinforcement . A minimum area of shear reinforcement shall be provided in all reinforced ...
... shear reinforcement . When ( vv ) exceeds 2 Vfe , maximum spacing given by this subsection shall be reduced by one half . 5. Minimum shear reinforcement . A minimum area of shear reinforcement shall be provided in all reinforced ...
Contents
Administrative CHAPTER 1 Title Scope and General SEC 101 Title 102 Purpose 103 Scope 104 Application to Existing Buildings and Structures | 1 |
Alternate Materials and Methods of Construction 106 Modifications 107 Tests | 3 |
Organization and Enforcement 201 Creation of Enforcement Agency SEC 202 Powers and Duties of Building Official | 4 |
Copyright | |
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Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved axial load bars beam bolts building official building or structure column comply compression members concrete conform dead load diameter diaphragms Division 1 Occupancies dwelling units exceed exit exterior walls extreme fiber factor Fire Code floor area framing grade Group H grout height horizontal shear inspection installed joints joists laminations length less live load located lumber materials maximum minimum modulus of elasticity nails noncombustible occupancy separation openings panel Parallel to Grain particleboard Pedestrian walkways percent permitted perpendicular plywood portion pounds per square prestressing psi psi psi ratio resist roof rooms Select Decking Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab space span specified in Chapter specified in Section splices square feet square inch steel storage strength Stud surface Table tensile stress tension thickness timber U.B.C. Standard ventilation vertical water closet welds width wood yield strength