Date |
Text |
2003-05-18 00:00:00 | MASTER PLAN 02081382 C-B-C-C-B-C UNIT"C" |
| 1609.4.3 LOAD REDUCTION. |
| WHEN STRUCTURAL EFFECTS DUE TO TWO OR |
| MORE LOADS IN COMBINATION WITH DEAD LOAD |
| ARE INVESTIGATED IN LOAD COMBINATIONS OF |
| 1609.4.1 OR 1609.4.2, THE COMBINED |
| EFFECTS DUE TO THE TWO OR LOADS MULTI- |
| PLIED BY 0.75 PLUS EFFECTS DUE TO DEAD |
| LOADS SHALL NOT BE LESS THAN THE EFFECTS |
| FROM THE LOAD COMBINATION OF THE DEAD |
| LOAD PLUS THE LOAD PRODUCING THE LARGEST |
| EFFECTS. INCREAS IN ALLOWABLE STRESS SPE |
| CIFIED IN THE MATERIALS SECTIONS OF THIS |
| CODE OR A REFRENCED STANDARD SHALL NOT |
| BE USED WITH THESE LOAD COMBINATIONS |
| EXCEPT THAT A DURATION OF LOAD INCREASE |
| SHALL BE PERMITTED IN ACCORDANCE WITH |
| CHAPTER 23. |
| |
| RE-EVALUATE TRUSS ANCHOR SCHEDULE BEFORE |
| FOOR FRAMING INSPECTION. |
| JIM WITMER |
| (561)805-6715 |
| MASTER PLAN 02081382 C-B-C-C-B-C UNIT"C" |
| 1609.4.3 LOAD REDUCTION. |
| WHEN STRUCTURAL EFFECTS DUE TO TWO OR |
| MORE LOADS IN COMBINATION WITH DEAD LOAD |
| ARE INVESTIGATED IN LOAD COMBINATIONS OF |
| 1609.4.1 OR 1609.4.2, THE COMBINED |
| EFFECTS DUE TO THE TWO OR LOADS MULTI- |
| PLIED BY 0.75 PLUS EFFECTS DUE TO DEAD |
| LOADS SHALL NOT BE LESS THAN THE EFFECTS |
| FROM THE LOAD COMBINATION OF THE DEAD |
| LOAD PLUS THE LOAD PRODUCING THE LARGEST |
| EFFECTS. INCREAS IN ALLOWABLE STRESS SPE |
| CIFIED IN THE MATERIALS SECTIONS OF THIS |
| CODE OR A REFRENCED STANDARD SHALL NOT |
| BE USED WITH THESE LOAD COMBINATIONS |
| EXCEPT THAT A DURATION OF LOAD INCREASE |
| SHALL BE PERMITTED IN ACCORDANCE WITH |
| CHAPTER 23. |
| |
| RE-EVALUATE TRUSS ANCHOR SCHEDULE BEFORE |
| FOOR FRAMING INSPECTION. |
| JIM WITMER |
| (561)805-6715 |