| = 4.3 — Design loads | |
| == 4.3.1 Loads and load combinations considered in design | |
| shall be in accordance with Chapter 5. | |
| = R4.3 — Design loads | |
| == R4.3.1 The provisions in Chapter 5 are based on ASCE/ | |
| SEI 7. The design loads include, but are not limited to, | |
| dead loads, live loads, snow loads, wind loads, earthquake | |
| effects, prestressing effects, crane loads, vibration, | |
| impact, shrinkage, temperature changes, creep, expansion | |
| of shrinkage-compensating concrete, and predicted unequal | |
| settlement of supports. Other project-specific loads may be | |
| specified by the licensed design professional. | |
| American Concrete Institute – Copyrighted © Material – www.concrete.org | |
| [ Lanjut Ke 4.4—Structural systems and load paths ... ] | |
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