Statics and strength of materials for architecture and building construction
A valuable reference source, this richly illustrated, user-friendly text provides an informative introduction to structures and appeals to architectural and building construction students' strong need for visual reinforcement.
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| Main Authors: | , |
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| Format: | Book |
| Language: | English |
| Published: |
Upper Saddle River, N.J.
Prentice Hall [1999]
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| Subjects: | |
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|---|---|---|---|
| 001 | 1602 | ||
| 003 | MY-KLNDU | ||
| 005 | 20241218050943.0 | ||
| 008 | 221104 1999 njua i 000 0 eng d | ||
| 020 | |a 0136392466 | ||
| 039 | 9 | |a 202211041104 |b VLOAD |c 201509031115 |d azraai |c 200910081305 |d VLOAD |y 200910081149 |z VLOAD | |
| 040 | |a UPNM | ||
| 090 | |a TA 658 |b .O66 1999 | ||
| 100 | 1 | |a Onouye, Barry |e author | |
| 245 | 1 | 0 | |a Statics and strength of materials for architecture and building construction |c Barry Onouye with Kevin Kane |
| 264 | 1 | |a Upper Saddle River, N.J. |c Prentice Hall |c [1999] | |
| 264 | 4 | |c ©1999 | |
| 300 | |a x, 548 pages |b illustrations |c 29 cm | ||
| 336 | |a text |2 rdacontent | ||
| 337 | |a unmediated |2 rdamedia | ||
| 338 | |a volume |2 rdacarrier | ||
| 500 | |a Includes index | ||
| 505 | 0 | |a Statics -- Analysis of selected determinate structural systems -- Load tracing -- Strength of materials -- Cross-sectional properties of structural members -- Bending and shear in simple beams -- Bending and shear stresses in beams -- Column analysis and design --Structure, construction, and architecture. | |
| 520 | |a A valuable reference source, this richly illustrated, user-friendly text provides an informative introduction to structures and appeals to architectural and building construction students' strong need for visual reinforcement. | ||
| 650 | 0 | |a Structural design | |
| 650 | 0 | |a Statics | |
| 650 | 0 | |a Strength of materials | |
| 650 | 0 | |a Strains and stresses | |
| 700 | 1 | |a Kane, Kevin |d 1954- |e author | |
| 999 | |a vtls000001832 |c 1602 |d 1602 | ||