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Page 140
... 29,000,000 psi . computed axial compressive stress due to design axial load . computed flexural stress in the extreme fiber due to design bending loads only computed compressive stress in masonry due to dead load only . computed ...
... 29,000,000 psi . computed axial compressive stress due to design axial load . computed flexural stress in the extreme fiber due to design bending loads only computed compressive stress in masonry due to dead load only . computed ...
Page 178
E e = modulus of elasticity . eccentricity allowable unit stress for extreme fiber in bending . = allowable unit stress for extreme fiber in bending , adjusted for slenderFь Fo ness . rc fre fr fь = actual unit stress for extreme fiber ...
E e = modulus of elasticity . eccentricity allowable unit stress for extreme fiber in bending . = allowable unit stress for extreme fiber in bending , adjusted for slenderFь Fo ness . rc fre fr fь = actual unit stress for extreme fiber ...
Page 316
RAFTER SIZE SPACING Allowable Extreme Fiber Stress in Bonding Fo ( psi ) . ( IN ) 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 9 - 21 10 - 0 110 - 10 11 - 7 112 - 4 | 13 - 0 13 - 7 114 - 2 | 14 - 9 | 15 - 4 | 15 ...
RAFTER SIZE SPACING Allowable Extreme Fiber Stress in Bonding Fo ( psi ) . ( IN ) 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 9 - 21 10 - 0 110 - 10 11 - 7 112 - 4 | 13 - 0 13 - 7 114 - 2 | 14 - 9 | 15 - 4 | 15 ...
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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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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