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Page 33
Section 3802 ( f ) for Group H , Divisions 1 and 2 Occupancies . 3. Substitution for one - hour fire - resistive construction pursuant to Section 508 . 4. Section 1715 , Atriums . Maximum Height of Buildings and increases Sec . 507.
Section 3802 ( f ) for Group H , Divisions 1 and 2 Occupancies . 3. Substitution for one - hour fire - resistive construction pursuant to Section 508 . 4. Section 1715 , Atriums . Maximum Height of Buildings and increases Sec . 507.
Page 369
Vi Vn Vs Vu X = factored shear force at section due to externally applied loads occurring simultaneously with Mmar : = nominal shear strength . Vo = vertical component of effective prestress force at section .
Vi Vn Vs Vu X = factored shear force at section due to externally applied loads occurring simultaneously with Mmar : = nominal shear strength . Vo = vertical component of effective prestress force at section .
Page 383
B. Shear strength Vn shall not be taken greater than 6Vf'bod , where b . is perimeter of critical section defined in ... the critical section defined in Section 2611 ( 1 ) 1 B and at successive sections more distance from the support .
B. Shear strength Vn shall not be taken greater than 6Vf'bod , where b . is perimeter of critical section defined in ... the critical section defined in Section 2611 ( 1 ) 1 B and at successive sections more distance from the support .
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Contents
Part Definitions and Abbreviations | 17 |
Fireresistive Substitution | 33 |
Pedestrian Walkways | 34 |
Copyright | |
119 other sections not shown
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Common terms and phrases
accordance additional allowable applied approved axial bars beam bearing bending building official Chapter column combination comply compression compressive stress computed concrete conform connections considered construction continuous covered Decking determined direction distance Division edge effective elasticity elements equipment exceed EXCEPTION exit exterior walls face factor feet fiber fire fire-resistive flexural floor foot forces Formula framing grade grain greater Group height horizontal hour inches increased inspection installed joints lateral least length less limited live load located masonry materials maximum modulus nails Occupancies one-hour openings panel parallel percent permitted placed portion protected ratio reinforcement resist roof rooms Section Select Structural separation shear side slab space span specified square steel storage story strength stress Structural Stud surface Table tension thickness Type U.B.C. Standard unit values vertical walls welds wide width wood