Type. D1. D2. D3. D4. D5. D6. B1. B2. B3. B4. B5. B6. I. 28. 4. 0. 3. 5. 5. 12. 16. 6. 3. 0. 5. II. 36 ... Properties: Type. Area in.2 ybottom in. Inertia in.4. |
DIMENSIONS, AREA, & DESIGN DATA OF. PRESTRESSED CONCRETE GIRDERS. 36" GIRDER - TYPE II. 54" GIRDER - TYPE IV. 45" GIRDER - TYPE III. 9". 1'-0". 36". 3". 3". |
The objectives of the study are to analyze effects of visual stability index (VSI) on both fresh and hardened properties of Class P-SCC concrete under the ... |
AASHTO Girder Properties ; f 2 (in), 3 ; w (in), 4 ; Vol./Area · 3.045 ; Wide Top Flange, Max. Thick-in. |
The AASHTO I, II, and III girders were found to be economical for spans from 30 to 70ft (9.1 to 21.3 m). No alter- nate sections were, therefore, recom- mended ... |
WIDTH OF PRODUCT MAY VARY FROM 3'-0" to 7'-0". THICKNESS (DIM "h") OF PRODUCT MAY VARY FROM 10" to 36". ALL WEIGHTS ARE NOMINAL. |
This research describes an in-depth analysis of the flexural strength of a strengthened AASHTO Type III girder-deck system with debonding-damaged strands. |
29 апр. 2016 г. · SHOWN ARE THE BEAM SIZES WHICH ACCOMMODATE MOST DESIGN SITUATIONS. SPECIAL BEAMS CAN BE UTILIZED IF JUSTIFIED BY ECONOMICS AND. |
Assume 5000 psi for the 28-day compressive concrete strength of the Type III PS Beam for the 80-foot span. • Due to rounding on the design plans, the BrDR ... |
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